HomeMy WebLinkAboutCCTV Reports - Disk 2 - Cascade Interceptor Rehabilitation Ph IISurveyors name Certificate Number
Sstem Owner Survey Customer
Drainage Area
Sheet
Juan LorenzanoJL10002
Cily of Renton WA Futy of Renton WA
1
P/0 No. Pipeline Seam nt Reference
Date Time Location Street Name and number
Locality
11
202221 1 1006-012
20160726 F12:16 16TH ST
I I Renton WA
Location
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Feet )
2818
defect
Image Ref.
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2814
Sanita
Downstream
24
Descriptor severity
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Len th Surveyed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCP
0 270 1261
0
02
Purpose Sewer Category Pre-Cleaninq
Cleaned Weather Additional Information
1st 2nd
0.0
D Jetting
D
_
Starting Manhole: 2818
0.0
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Remarks
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0.0
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0.0
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51.3
TF C
6
10
97.2
TF C
6
2
125.3
TF C
6
10
261.0_.
AMH
2814
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202221006-012 2818 2814 Pre -Rehabilitation S
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(6)
Insitufarm
Upstream MH: 2818
Downstream MH: 2814
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: 16TH ST
Pipe Segment Ref.: 006-012
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
Pre -Cleaning: Jetting
Date: 20160726
Time: 12:16
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg.
Code
Description
0.0
AMH
Access Point- Manhole
0.0
MWL
Water Level
r
Rim to Invert:
1
• • 51.3
TFC
Tap, Factory Made: Capped
97.2
TFC
Tap, Factory Made: Capped
-125.3
TFC
Tap, Factory Made: Capped
fit
v
Position Comment
Starting Manhole: 2818
10
2
im
261.0 AMH Access Point- Manhole 2814
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Survey
Weather:
Dry
Height: 24
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
1
Total Length: 270
Rim to Grade:
1
Len. Surveyed: 261
Sewer Category:
Position Comment
Starting Manhole: 2818
10
2
im
261.0 AMH Access Point- Manhole 2814
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech®TV inspection system
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Cla U-613-47562
= I City of Renton. WA F61y of Renton. WA
I I
I 1
N
P/O No. Pi eline• Secirnent Reference
Date Time Location Street Name and number
Locality
continuous
202221 006-012
120160820 18:17 SE 16th St
= I Renton WA
Image Ref.
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Modifier/
2818
Inches
M
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2814
Sanita
Downstream
24
Grade
01
Width Sha a Material Ln. Method Pi a Joint Len th Total Len th Len th Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCPI CP 1 1270 1265.7
0 2016
02
Pur ose Sewer Category Pre-Cleaninq
Cleaned Weather Additional Information
From
To
C Jetting
Dry F
x
Remarks
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0.0 AMH Startinq Manhole: 2818
0.0 MWL 15
265.7 AMH 2814
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202221 006-012 2818 2814 Post Rehabilitation S
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(6)
Insitufvrni
Upstream MH: 2818
Downstream MH: 2814
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: SE 16th St
Pipe Segment Ref.: 006-012
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
5
Pre -Cleaning: Jetting
Date: 20160820
Time: 18:17
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
�tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
5.7 AMH Access Point - Manhole
Position Comment
Starting Manhole: 2818
2814
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Survey
Weather:
Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: 1
Joint Length:
Grade to Invert: 1
Total Length: 270
Rim to Grade: 1
Len. Surveyed: 265.7
Sewer Category:
Position Comment
Starting Manhole: 2818
2814
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Nq�o
Surveyors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano JL10002
= I City of Renton, WA FQ—ity of Renton, WA
I I
I 1
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
Distance
202221 006-013
20160726 = 13:02 116TH ST
I I Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
O&M
2814
Group/
Modifier/
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2813 1 1
1 1 1 1 LSnita
Downstream
24
d
Width Sha a Material Ln. Method Pi a Joint Len th Total Lencith Length Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 CircularI RCP
0 1 1 1131 1 1125
0
02
severity
Purpose Sewer Catego Pre-Cleanina
Cleaned Weather Additional Information
%
d
D Jetting
Dry
x
d
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S/M/L
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x
d
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Remarks
1st I 2nd
0.0
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Starting Manhole: 2814
0.0
MWL
30
41.7
TF C 6
1
125.0
AMH
2813
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202221 006-013 2814 2813 Pre -Rehabilitation S
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(6) Insitufarm'
Upstream MH: 2814
Downstream MH: 2813
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: 16TH ST
Pipe Segment Ref.: 006-013
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
zo
v
fit
v
Pre -Cleaning: Jetting
Date: 20160726
Time: 13:02
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
1:tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
41.7 TFC Tap, Factory Made: Capped
15.0 AMH Access Point - Manhole
Survey
Weather: Dry
Height: 24 Measurements: U/D
Width: Rim to Invert: !
Joint Length: Grade to Invert: 1
Total Length: 131 Rim to Grade: 1
Len. Surveyed: 125 Sewer Category:
Position Comment
Starting Manhole: 2814
2813
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® N inspection system.
Surveyors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
A. Clary I I U-613-47562
rity of Renton, WA --1 F—City of Ren on WA
Group/
1
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number Locality
LO
202221 006-013
20160820 17:00 SE 16th St
I I Renton WA
S/M/L
1st 2nd
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
0.0 MWL 10
2814
of
N
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2813 1 1
F I I I I Sanita
Downstream I 1
1 124
Width Sha a Material Ln. Method Pi a Joint Length Total Length Lencith Surveyed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCPI CP I 1 1 1131 1 1123.3 I
I
F-02
Pur ose Sewer Cate or Pre-Cleaninq
Cleaned Weather Additional Information
X
C
C Jetting
D
V
.D E
Distance
Feet
(�
Code
continuous
defect
Value
Joint
CircumferentiaLocation l . Struct. O&M
Image Ref.
At / Grade Grade
Group/
Modifier/
Inches
dCL
LO
Descriptor
severity
S/M/L
1st 2nd
%
To
From Remarks
0.0 AMH Starting Manhole: 2814
0.0 MWL 10
123.3 AMH 2813
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Structural
O & M
Overall
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202221 006-013 2814 2813 Post Rehabilitation S
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Inrsitufvrni
Upstream MH: 2814
Downstream MH: 2813
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: SE 16th St
Pipe Segment Ref.: 006-013
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
III
v
Pre -Cleaning: Jetting
Date: 20160820
Time: 17:00
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
-19. coae uescnpuon
0.0 AMH Access Point - Manhole
0.0 MWL Water Level
3.3 AMH Access Point - Manhole
Survey
Weather: Dry
Height: 24 Measurements: UID
Width: Rim to Invert: 1
Joint Length: Grade to Invert: 1
Total Length: 131 Rim to Grade: J
Len. Surveyed: 123.3 Sewer Category:
Position Comment
Starting Manhole: 2814
2813
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTechS TV inspection system.
Surveyors name Certificate Number Sstem Owner Survey Customer Drainage Area Sheet
Juan Lorenzano JL10002 Ci of Ren on WACi of enton WA
P/O No. Pi eline Se ment Reference Date Time Location Street Name and number Locality
202221 006-014 1 120160726 13:53 16TH ST I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
EASEMENT 1 12813
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Height
2760 1 1 F— I Sanita Downstream 24
Width Sha a Material Ln. Method Pi a Joint enqt Total Lenat Length Surve ed Year Laid Year Rehabilitated Ta e / Media Number
0 Circular1 RC 1143 1137 0 02
Pur ose Sewer Cate o Pre- eanina Cleaned Weather Additional Information
D I I I Jetting D
Code Value ., Location�
Distance Continuous Joint
(Feet) Group/ Modifier/ defect S/M/LInches
Descriptor severity 1st I 2nd From
0.0 AMH
0.0 MWL 30
21.8 TF C ti 11
81.1 TF C 6 2
137.0 AMH
Image Ref. Struct. O&M
Grade Grade
Remarks
Starting Manhole: 2813
2760
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Structural
O & M
Overall
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202221 006-014 2813 2760 Pre -Rehabilitation S
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(9)
Insituforni
Upstream MH: 2813
Downstream MH: 2760
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: 16TH ST
Pipe Segment Ref.: 006-014
Location Details: EASEMENT
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
III
v
Pre -Cleaning: Jetting
Date: 20160726
Time: 13:53
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
,0.0 AMH Access Point- Manhole
,0.0 MWL Water Level
21.8 TFC Tap, Factory Made: Capped
81.1 TFC Tap, Factory Made: Capped
37.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2813
2
2760
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: I
Total Length: 143
Rim to Grade: I
Len. Surveyed: 137
Sewer Category:
Position Comment
Starting Manhole: 2813
2
2760
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Clary U-613-47562
I City of Renton. WA FCity of Renton, WA
1
r
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
Joint
202221 006-014
120160820 17:25 SE 16th St
I I Renton WA
O&M
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
At /
2813
(Feet) Group/ Modifier/
defect
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2760
Sanita
Downstream I
24
S/M�
%
Width Sha a Material Ln. Method Pi a Joint Length Total Length Length Surveyed Year Laid Year RehabilitatedTa
e / Media Number
0 Circular RCP CP 143 141.1
0 2016
02
Pur ose Sewer Category Pre-Cleanina
Cleaned Weather Additional Information
1st 2nd
0.0 AMH Starting Manhole: 2813
C L 1 1 Jetting
D
Code
N
Value
eY
Circumferential
r
Distance'
Continuous
Joint
Location
Image Ref.
Struct.
O&M
R
N
Inches
At /
tD
(Feet) Group/ Modifier/
defect
IC
IC
Grade
Grade
Descriptor severity
S/M�
%
From
To
Remarks
1st 2nd
0.0 AMH Starting Manhole: 2813
0.0 MWL 10
141.1 AMH 2760
r
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Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
(6)
Insitufarr»
Upstream MH: 2813
Surveyor's Name: A. Clary
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 006-014
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 02
v
Pre -Cleaning: Jetting
Date: 20160820
Time: 17:25
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
.rg. Looe uescnption
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
11.1 AMH Access Point- Manhole
Downstream MH: 2760
Certificate Number: U-613-47562
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: SE 16th St
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height: 24
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
I
Total Length: 143
Rim to Grade:
1
Len. Surveyed: 141.1
Sewer Category:
Position Comment
Starting Manhole: 2813
2760
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Mania
Surveyors name Certificate Number System Owner Survey Customer Drainage Area Sheet
Juan Lorenzano JL10002 City of Renton WA � of Renton. WA I I 1 1
P/O No. Pi eline Se ment Reference Date Time Location Street Name and number Localitv
202221 1 1006-015 201607 Fi4:52 INDEX AVE Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
2760
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Heiciht
5276 1 1 F7 1 1 1 Sani a Downstream F_ 124
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Lenc thth Surveyed Year Laid Year Rehabilitated Ta e / Media Number
0 Circular RCP 0 158 145 0 02
Pur ose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
D L I I Je in Dry F
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Code i Value
Circumferential
Overall
Distance
Continuous
N
Location
Joint Image Ref.
Struct.
O&M
(Feet)
Group/ Modifier/ defect Inches
r
At /
Grade
Grade
&0
Descriptor severity S/M/L 1st 2nd
o
��
From TO
N
M
Remarks
0.0
AMH
Startinq Manhole: 2760
0.0
MWL
30
75.7
TF C 6
10
91.4
TF C 6
2
145.0
AMH
5276
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Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
(9)
lnsituftorm
Upstream MH: 2760
Downstream MH: 5276
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: INDEX AVE
Pipe Segment Ref.: 006-015
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
tal
v
Pre -Cleaning: Jetting
Date: 20160726
Time: 14:52
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
rtg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
'5.7 TFC Tap, Factory Made: Capped
11.4 TFC Tap, Factory Made: Capped
.5.0 AMH Access Point- Manhole
Survey
Weather: Dry
Height: 24 Measurements: UID
Width: Rim to Invert: l
Joint Length: Grade to Invert: 1
Total Length: 158 Rim to Grade: 1
Len. Surveyed: 145 Sewer Category:
Position Comment
Starting Manhole: 2760
2
5276
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTechg TV inspection system.
Surveyors name Certificate Number
Sstem Owner Survey Customer
Drainage Area
Sheet
A. Clary U-613-47562
City of Renton, WA I FUltyof Renton, WA
1
r
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Localitv
continuous
202221 1 1006-015
20160820 17:34 Index Ave SE
I I Renton WA
Image Ref.
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Street
12760
Inches
r
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5276
Sanita
Downstream
24
Grade
Width Sha a Material Ln. Method Pipe Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCPI CP I 1 1 1158 1 1142.8 I
I
02
Pur ose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
From
C Je in
D
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Code
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It
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d
1
d
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severity
d
S/M/L
%
From
To
d
d
d
Remarks
1st I 2nd
0.0 AMH Starting Manhole: 2760
0.0 MWL 10
142.8 AMH 5276
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Structural
O & M
Overall
r
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202221 006-015 2760 5276 Post Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
(6)
Insitufarm
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Upstream MH: 2760
Downstream MH: 5276
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: Index Ave SE
Pipe Segment Ref.: 006-015
Location Details: Street
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
Survey
Pre -Cleaning: Jetting
Weather: Dry
Date: 20160820
Height: 24 Measurements:
U/D
Time: 17:34
Width: Rim to Invert:
/
Cleaned:
Joint Length: Grade to Invert:
/
Year Laid:
Total Length: 158 Rim to Grade:
/
Year Rehab.: 2016
Len. Surveyed: 142.8 Sewer Category:
Additional Information:
Ftg. Code Description
Position Comment
I
• 0.0 AMH Access Point- Manhole
-'0.0
Starting Manhole: 2760
MWL Water Level
r
da—
142.8 AMH Access Point- Manhole
5276
Generated on Thursday, 9/22/2016 at 11:07 AM by the PipeTech® TV inspection system.
Hhlso
Surveyors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano FJL10002
City of Renton, WA -1 F—Cily of Renton WA
Struct.
Grade
1
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
S/M/L
202221 007-016
120160726 15:51 j I INDEX AVE
I I Renton WA
_
0.0 AMH Starting Manhole: 5276
0.0 MWL 30
51.0 AMH 5277
In
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
EASEMENT
15276
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5277
Sanita
Downstream
18
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Lenc ith Surve red Year Laid Year Rehabilitated
Ta a /Media Number
0 Circular RCP
159 1 151 I
d
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Pur ose Sewer Cate or Pre- leaning
Cleaned Weather Additional Information
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Struct.
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ODM
Grade
Remarks
Group/
Descriptor
Modifier/
severity
S/M/L
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%
1st I 2nd
_
0.0 AMH Starting Manhole: 5276
0.0 MWL 30
51.0 AMH 5277
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Structural
O & M
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202221 007-016 5276 5277 Pre -Rehabilitation S
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(6)
Insitufarm
Upstream MH: 5276
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 007-016
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 02
Pre -Cleaning: Jetting
Date: 20160726
Time: 15:51
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
•[9. t oae vescrnpinon
0.0 AMH Access Point - Manhole
0.0 MWL Water Level
,1.0 AMH Access Point- Manhole
Downstream MH: 5277
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: INDEX AVE
Location Details: EASEMENT
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Su rvey
Weather: Dry
Height: 18
Measurements:
U/D
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
!
Total Length: 59
Rim to Grade:
1
Len. Surveyed: 51
Sewer Category:
Position Comment
Starting Manhole: 5276
5277
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech®TV inspection system.
Haemo
Surveyors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
A. Cla U-613-47562
ICi of Renton, WA I City of Renton WA
r
d 4)
13 a
P/O No. Pipeline Seam nt Reference
Date Time Location Street Name and number
Locality
continuous
202221 1 1007-016
1 120160820= 16:38 Index Ave
I I Renton WA
Image Ref.
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
back yard of 1608 Index
1 15276
Inches
At /
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5277
Sanitary
Downstream
18
WIdtOShams Material Ln. Method PiDe Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated
Ta a /Media Number
Circular J RCP CP 59�� 49.9
0 2016
02
Pur ose Sewer Category Pre-Cieanin
Cleaned Weather Additional Information
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C Jeffino
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Grade
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severity
%
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Remarks
1st 2nd
0.0 AMH Starting Manhole: 5276
0.0 MWL 5
49.9 AMH 5277
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(6)
Insituforni
Upstream MH: 5276 Downstream MH: 5277
Surveyor's Name: A. Clary Certificate Number: U-613-47562
System Owner: City of Renton, WA Survey Customer: City of Renton, WA
Drainage Area: Purchase Order #: 202221
City: Renton, WA Street Address: Index Ave
Pipe Segment Ref.: 007-016 Location Details: back yard of 1608 Index
Sewer Use: Sanitary Direction: Downstream
Flow Control: Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method: Cured in Place
Media Number: 02 Purpose: Post Rehabilitation
Pre -Cleaning: Jetting
Date: 20160820
Time: 16:38
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
III
r
•1g. 1.oae uescnpnon
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
9.9 AMH Access Point- Manhole
Survey
Weather: Dry
Height: 18 Measurements: UID
Width: Rim to Invert: 1
Joint Length: Grade to Invert: 1
Total Length: 59 Rim to Grade: 1
Len. Surveyed: 49.9 Sewer Category:
Position Comment
Starting Manhole: 5276
5277
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Nqo
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano JL10002
Cily of Renton, WA City of Renton WA
1
T_
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
continuous
202221 008-017
1 120160727 07:28 EASEMENT
I I Renton WA
Image Ref.
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
FIELD
5301
Inches
r
At /
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5300 11
1 1 1 1 1 LSnita
Downstream
21
Width Sha a Material Ln. Method Pi a Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCP L_
11 1 1502 1 1495 I
0
�
F02
Pur ose Sewer Cate Pre -Cleaning
Cleaned Weather Additional Information
From
To
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D Jettina
I j I D
0
Remarks
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Code
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Location
Image Ref.
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severity
0
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S/M/L
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Remarks
1st 2nd
0.0 AMH Starting Manhole: 5301
0.0 MWL 20
495.0 AMH 5300
Generated on Thursday, 9/22/2016 at 11:38 AM by the PipeTech® TV inspection system.
Structural
O & M
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202221 008-017 5301 5300 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:38 AM by the PipeTech® TV inspection system.
(9)
ifnsituforni
Upstream MH: 5301 Downstream MH: 5300
Surveyor's Name: Juan Lorenzano Certificate Number: JL10002
System Owner: City of Renton, WA Survey Customer: City of Renton, WA
Drainage Area: Purchase Order #: 202221
City: Renton, WA Street Address: EASEMENT
Pipe Segment Ref.: 008-017 Location Details: FIELD
Sewer Use: Sanitary Direction: Downstream
Flow Control: Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method:
Media Number: 02 Purpose: Pre -Rehabilitation
Pre -Cleaning: Jetting
Date: 20160727
Time: 07:28
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
'tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
15.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 5301
5300
Generated on Thursday, 9/22/2016 at 11:38 AM by the PipeTech�, TV inspection system
Survey
Weather: Dry
Height: 21
Measurements: U/D
Width:
Rim to Invert: 1
Joint Length:
Grade to Invert: 1
Total Length: 502
Rim to Grade: /
Len. Surveyed: 495
Sewer Category:
Position Comment
Starting Manhole: 5301
5300
Generated on Thursday, 9/22/2016 at 11:38 AM by the PipeTech�, TV inspection system
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Cla U-613-47562
City of Renton WA I F—Cityof Renton WA
1
P/O No. Pi eline Se ment Reference
Date Time Location Street Name and number
Locality
-e
202221 1 1008-017
2016082112:55 ESMT
Renton WA
At / Grade Grade
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Under power lines
15301
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
5300
SanitaryDownstream
21
Width Sha a Material Ln. Method PiDe Joint Len th Total Lencith Length Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCP CP 1 1502 1 1489.2__j
0 2016
02
o
PurseSewer Cate o Pre-Cleanin
Cleaned Weather Additional Information
C Je in
D
a
�
U.0 AMH
0.0 MWL
489.6 AMH
0
Starting Manhole: 5301
_5300 _
Code
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I Distance
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...... ...
Location Struct. • O&M
Joint i + Image Ref.
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-e
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(Feet)
defect
At / Grade Grade
r
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M
S/M/L
o
1st 2nd �'
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Remarks
U.0 AMH
0.0 MWL
489.6 AMH
0
Starting Manhole: 5301
_5300 _
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Structural
O & M
Overall
r
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202221 008-017 5301 5300 Post Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
(9)
Insituf+orni
Upstream MH: 5301
Downstream MH: 5300
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: ESMT
Pipe Segment Ref.: 008-017
Location Details: Under power lines
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
41
r
Pre -Cleaning: Jetting
Date: 20160821
Time: 12:55
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
•tg. Looe uescnpoon
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
19.6 AMH Access Point- Manhole
Position Comment
Starting Manhole: 5301
5300
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech9 TV inspection system.
Survey
Weather: Dry
Height: 21
Measurements: U/D
Width:
Rim to Invert: !
Joint Length:
Grade to Invert: !
Total Length: 502
Rim to Grade: !
Len. Surveyed: 489.2
Sewer Category:
Position Comment
Starting Manhole: 5301
5300
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech9 TV inspection system.
Surveyors name Certificate Number System Owner Survey Customer Drainage Area Sheet
Juan Lorenzano JL10002 = I City of Renton WA F—Uily of Renton WA 1
P/O No. Pi eline Se ment Reference Date Time Location Street Name and number Locality
202221 009-018 120160727 08:22 EASEMENT I I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
FIELD 15300
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Hei ht
5302 Sanita Downstream 21
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Len th Surye ed Year Laid Year Rehabilitated Ta e /Media Number
0 Circular RCP 0 490 490 0 02
Purpose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
D Je in D
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Code
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20
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1 CAN'T CUT ROOT WITHOUT BYPASS
490.0
AMH _ .__ _
07
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5302
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202221 009-018 5300 5302 -Pre -Rehabilitation S
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1 1100
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Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
(6)
Ins t[IfiC1rn
Upstream MH: 5300
Downstream MH: 5302
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: EASEMENT
Pipe Segment Ref.: 009-018
Location Details: FIELD
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
Survey
Pre -Cleaning: Jetting
Weather: Dry
Date: 20160727
Height: 21 Measurements:
U/D
Time: 08:22
Width: Rim to Invert:
/
Cleaned:
Joint Length: Grade to Invert:
/
Year Laid:
Total Length: 490 Rim to Grade:
/
Year Rehab.:
Len. Surveyed: 490 Sewer Category:
Additional Information:
Ftg. Code Description Position Comment
-00 AMH Access Point- Manhole Starting Manhole: 5300
ED
4 3 t X0.0 MWL Water Level
r
r
136.0 RFJ Roots, Fine: Joint 10 CAN'T CUT ROOT WITHOUT BYPASS
•490.0 AMH Access Point - Manhole 5302
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Surveyors name
Certificate Number System Owner Survey Customer
----]Ci
Drama a Area
Sheet
A. Cla
U-613-47562
of Renton WA Ci of Renton. WA
1
N
Distance
le
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
Location
202221 009-018
Struct.
1 120160821 1 14:16_j I ESMT
= I Renton WA
Group/
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Under power lines
(Feet)
1 15300
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
5302
1 1
1 1 1 1 Sanita
Downstream
21
Width Sha a
Material
Ln. Method Pi a Joint encith Total Len th Lencith Surveyed Year Laid Year Rehabilitated
Tae / Media Number
0 Circular
RCP I
LQ—P I 1 1 1490 1 1472.5 1
120161-0-22
1
Pur ose Sewer Category Pre-Cleanin
Cleaned Weather Additional Information
0.0 MWL 0
472.5 AMH 5302
C
Jettinq
I I Dry
�
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Code
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r
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Struct.
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V
Group/
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d
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1st 2nd
0.0 AMH Starting Manhole: 5300
0.0 MWL 0
472.5 AMH 5302
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Structural
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(9)
Insitufvrni
Upstream MH: 5300
Downstream MH: 5302
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: ESMT
Pipe Segment Ref.: 009-018
Location Details: Under power lines
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
Pre -Cleaning: Jetting
Date: 20160821
Time: 14:16
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
III
v
Code Description
AMH Access Point - Manhole
MWL Water Level
AMH Access Point - Manhole
Position Comment
Starting Manhole: 5300
5302
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 21
Measurements: U/D
Width:
Rim to Invert: 1
Joint Length:
Grade to Invert: 1
Total Length: 490
Rim to Grade: /
Len. Surveyed: 472.5
Sewer Category:
Position Comment
Starting Manhole: 5300
5302
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Surve ors name
Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano
JL10002
City of Renton, WA I City of Renton, WA
N
Cl)
P/O No. Pipeline Seam nt Reference
Date Time Location Street Name and number
Localitv
202221 010-019
LocationJoint
120160727 10:22 EASEMENT
I I Renton WA
O&M
Further Location details
Group/
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
FIELD
At/
1 15302
(Feet)
defect
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
5303
Descriptor
Sanitary
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18
%
41
'a
Width Sha a
Material Ln. Method PiDe Joint Lencith Total Len th Lencith Surveyed Year Laid Year Rehabilitated
Ta e / Media Number
0 Circular
RCP
01 1128 1 1127
I 2nd
102
Pur ose Sewer Cate
Pre -Cleaning
Cleaned Weather Additional Information
V
D
-gory
Jettina
I I I D
V
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Code
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0.0 AMH Starting Manhole: 5302
0.0 MWL 20
127.0 AMH 5303
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Structural
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202221 010-019 5302 5303 Pre -Rehabilitation S
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(6)
lnsituf+orm
Upstream MH: 5302
Downstream MH: 5303
Surveyor's Name: Juan Lorenzano
Certificate Number: JL10002
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: EASEMENT
Pipe Segment Ref.: 0 10-0 19
Location Details: FIELD
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 02
Purpose: Pre -Rehabilitation
'Ep
v
v
Pre -Cleaning: Jetting
Date: 20160727
Time: 10:22
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
r�tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
27.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 5302
5303
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® N inspection system.
Survey
Weather: Dry
Height: 18
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
1
Total Length: 128
Rim to Grade:
1
Len. Surveyed: 127
Sewer Category:
Position Comment
Starting Manhole: 5302
5303
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® N inspection system.
Hho
Surveyors name Certificate Number
S stem Owner Survey Customer
Drain a Area
Sheet
A. Cla U-613-47562
I rity of Renton, WA F—City of Ren on WA
1
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Localltv
0.0 AMH Starting Manhole: 5302
202221 010-019
20160821 14:50 ESMT
I I Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Under power lines
15302
�
N
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Heiciht
5303 1 1
1 1 1 Sanita
Downstream
18
Width Sha a Material Ln. Method PiDe Joint Lencith Total Len th Length Surveyed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCPI C I 1 1 1128 1128.1 I
I
F-02
Pur ose Sewer Cate -gory Pre-Cleanin
Cleaned Weather Additional Information
y
C
C Jetting
D
d
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Distance
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Value Circumferential`
continuous Location
defect Joint Image Ref.
Inches At /
Struct. O&M
Grade Grade
Group/
Modifier/
Descriptor
severity
S/M/L % To
1st 2nd From
Remarks
0.0 AMH Starting Manhole: 5302
0.0 MWL 0
128.1 AMH 5303
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Structural
O & M
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r
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202221 010-019 5302 5303 Post Rehabilitation S
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insitufvrm
Upstream MH: 5302
Downstream MH: 5303
Surveyor's Name: A. Clary
Certificate Number: U-613-47562
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: ESMT
Pipe Segment Ref.: 010-019
Location Details: Under power lines
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method: Cured in Place
Media Number: 02
Purpose: Post Rehabilitation
Survey
Pre -Cleaning: Jetting
Weather: Dry
Date: 20160821
Height: 18 Measurements:
U/D
Time: 14:50
Width: Rim to Invert:
!
Cleaned:
Joint Length: Grade to Invert:
!
Year Laid:
Total Length: 128 Rim to Grade:
1
Year Rehab.: 2016
Len. Surveyed: 128.1 Sewer Category:
Additional Information:
Ftg. Code Description
Position Comment
• 0.0 AMH Access Point- Manhole
Starting Manhole: 5302
• 0.0 MWL Water Level
r
r
1128.1 AMH Access Point- Manhole
5303
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® N inspection system.
I�
Surveyors name Certificate Number S stem Owner Survey Customer Draina a Area Sheet
10002
Juan Lorenzano JLI Ci of Renton WA Ci of Renton WA 1
P/O No. Pi eline Se ment Reference Date Time Location Street Name and number Localitv
202221 011-021 1 120160802 E6740 FIELD I I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
5304
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Hei ht
2759 1 1 1 1 1 1 1 1 Sanita Downstream 14
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated Ta e / Media Number
0 Circu arI CAS 0 1 1 1390 1 1384 1 1 102
Purpose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
D Jetting Li ht Rain
Code:
Structural
Value
O & M
Circumferential
r
N
Distance
Continuous
L
Joint
Location
Image Ref.
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O&M
M
tt
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m
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S/M/L
%
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To
Yy
�_
d
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Remarks
1st I 2nd
f 0.0 AMH Starting Manhole: 5304
0.0 MWL 5
384.0 AMH
2759 _
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Structural
O & M
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202221 011-021 5304 2759 Pre -Rehabilitation S
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(6)
Insitufarm
Upstream MH: 5304
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 011-021
Sewer Use: Sanitary
Flow Control:
Material: Cast Iron
Media Number: 02
'B12
r
91
r
Pre -Cleaning: Jetting
Date: 20160802
Time: 07:40
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
11.g. Code Description
1.0 AMH Access Point- Manhole
1.0 MWL Water Level
0 AMH Access Point - Manhole
Downstream MH: 2759
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: FIELD
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Survey
Weather: Light Rain
Height: 14 Measurements:
UID
Width: Rim to Invert:
I
Joint Length: Grade to Invert:
I
Total Length: 390 Rim to Grade:
1
Len. Surveyed: 384 Sewer Category:
Position Comment
Starting Manhole: 5304
2759
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTechilb TV inspection system.
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Surveyors name Certificate Number System Owner Survey Customer Drainage Area Sheet
Brian Hille I U-413-17912 F—Cily of Renton WA FC—ity of Renton WA 1 1
P/O No. eline Segment Reference Date Time Location Street Name and number Locality
Pi
12022 1 011-021 1 120160818 17:52 Powerline Easement I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
5304
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Hei ht
2759 1 1 F77 I I I I Sani a Downstream 14
Width Shape Material Ln. Method Pipe Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated Tape / Media Number
0 Circular CAS CP 390 390.3 0 2016 1 102
Purpose Sewer Catego Pre-Cleaninq Cleaned Weather Additional Information
C Jetting Dry C
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Code
O
Value
Circumferential
r
N M
Distance
N
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Location
Image Ref.
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O&M
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M
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�_
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%
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�_
Remarks
1st I 2nd
0.0 AMH Startinq Manhole: 5304
0.0 MWL 0
390.3 AMH _ _ _ 2759
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Structural
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(6)
/nsitufvrm
Upstream MH: 5304
Surveyor's Name: Brian Hille
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 011-021
Sewer Use: Sanitary
Flow Control:
Material: Cast Iron
Media Number: 02
v
Pre -Cleaning: Jetting
Date: 20160818
Time: 17:52
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Ftg. Code Description
-- •0.0 AMH Access Point- Manhole
• 0.0 MWL Water Level
i
•390.3 AMH Access Point- Manhole
Downstream MH: 2759
Certificate Number: U-413-17912
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: Powerline Easement
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height: 14 Measurements: U/D
Width: Rim to Invert: /
Joint Length: Grade to Invert: /
Total Length: 390 Rim to Grade: /
Len. Surveyed: 390.3 Sewer Category:
Position Comment
Starting Manhole: 5304
2759
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech@ TV inspection system.
Surveyors name Certificate Number S stem Owner Survey Customer Drainage Area Sheet
Juan Lorenzano I Citv of Renton WA F—Cily of Renton WA 1
P/O No. Pipeline Secqiment Reference Date Time Location Street Name and number LocalitV
202221 1 1011-022 20160802 11:26 FIELD I I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
2759
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Hei ht
2758 Sanitary Fbownstream 14
Width Sha a Material Ln. Method Pi a Joint Len th Total Length Len th Surve ed Year Laid Year Rehabilitated Tape / Media Number
0 Circular CAS 0 1 1 1215 1 1214 0 02
Pur os e Sewer Cate -gory Pre -Cleaning Cleaned Weather Additional Information
D Jetting Li ht Rain
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Code
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r
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Image Ref.
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O&M
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TO
L
L L L
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Remarks
1st 2nd
0.0 AMH Starting Manhole: 2759
0.0 MWL 5
214.0 AMH 2758
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Structural
O & M
Overall
r N M
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202221 011-022.2759 2758 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
(9)
lnsituforn
Upstream MH: 2759
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 011-022
Sewer Use: Sanitary
Flow Control:
Material: Cast Iron
Media Number: 02
v
Pre -Cleaning: Jetting
Date: 20160802
Time: 11:26
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
• 0.0 AMH Access Point- Manhole
.0.0 MWL Water Level
+214.0 AMH Access Point- Manhole
Downstream MH: 2758
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: FIELD
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Survey
Weather: Light Rain
Height: 14 Measurements:
U/D
Width: Rim to Invert:
!
Joint Length: Grade to Invert:
1
Total Length: 215 Rim to Grade:
!
Len. Surveyed: 214 Sewer Category:
Position Comment
Starting Manhole: 2759
2758
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Nq�o
Surveyors name Certificate Number
—�
S stem Owner
SurveyCustomer
Draina a Area
Sheet
Brian Hille U-413-17912
Ci of Renton WA
I Cily of Renton WA
1
Distance
Continuous
P/O No. Pipeline Se ment Reference
Date Time
Location Street Name and number
Localfity
Struct.
202221 1 1011-022
120160818 18:14
Powerline Easement
Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
(Feet)
2759
Grade
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to
Grade Use of Sewer
Direction Flow Control Height
2758
Sanita
Downstream
j 114
Width Sha a Material Ln. Method Pi a Joint Len th Total Length Length Surve ed Year Laid Year Rehabilitated
Ta e /Media Number
0 Circular CAS CP 215
215.8
0 2016
02
Pur ose Sewer Cate Pre -Cleaning
Cleaned Weather
Additional Information
215.8 AMH 2758
-gory
C Jetting
D
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Code
Value
Circumferential
Distance
Continuous
Joint
Location
Image Ref.
Struct.
O&M
Group/
Modifier/
Inches
At /
(Feet)
defect
Grade
Grade
Descriptor
severity
S/M/L
o
From
TO
Remarks
1st 2nd
0.0 AMH Starting Manhole: 2759
0.0 MWL 0
215.8 AMH 2758
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
i
(6)
Insitufarmi
Upstream MH: 2759
Surveyor's Name: Brian Hille
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 011-022
Sewer Use: Sanitary
Flow Control:
Material: Cast Iron
Media Number: 02
I
v
Pre -Cleaning: Jetting
Date: 20160818
Time: 18:14
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
"tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
5.8 AMH Access Point - Manhole
Downstream MH: 2758
Certificate Number: U-413-17912
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: Powerline Easement
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height: 14 Measurements: U/D
Width: Rim to Invert: 1
Joint Length: Grade to Invert: 1
Total Length: 215 Rim to Grade: I
Len. Surveyed: 215.8 Sewer Category:
Position Comment
Starting Manhole: 2759
2758
Generated on Thursday, 9/22/2016 at 11:08 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number
System Owner
Survey Customer
Drainage Area
Sheet
Juan Lorenzano JL10002
F—City of Renton WA
I Ci of Renton WA
T-
1
P/O No. eline Segment Reference
Pi
Date Time
Location Street Name and number
Locality
Remarks
202221 012-020
1 120160802 07:27
FIELD
I Renton WA
to
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
N M
5303
to
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to
Grade Use of Sewer
Direction Flow Control Height
5304
d
Sanita
Downstream
14
Width Shape Material Ln. Method Pipe Joint Len th Total Length Length Surveyed Year Laid Year Rehabilitated
Ta e / Media Number
0 Circular RCP
0 95
84
0
02
Purpose Sewer Category Pre -Cleaning
Cleaned Weather
Additional Information
tU
D Jetting
[ Dry[
V
L
V
Distance
(Feet)
Code
continuous
defect
Value Circumferential,
Location
Joint Image Ref.
Inches At /
Struct,
Grade
O&M
Grade
Group/ Modifier/
T-
Descriptor severity
M
S/M/L o� To
1st 2nd From
LID
Remarks
0.0 AMH Starting Manhole: 5303
0.0 MWL 5
84.0 AMH 5304
Structural
O & M
Overall
T-
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202221 012-020 5303 5304 Pre -Rehabilitation S
0
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(6)
Nnsituform
Upstream MH:
5303
Surveyor's Name:
Juan Lorenzano
System Owner:
City of Renton, WA
Drainage Area:
202221
City:
Renton, WA
Pipe Segment Ref.:
012-020
Sewer Use:
Sanitary
Flow Control:
Circular
Material:
Reinforced Concrete Pipe
Media Number:
02
Pre -Cleaning: Jetting
Date: 20160802
Time: 07:27
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ctg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
4.0 AMH Access Point- Manhole
Downstream MH:
5304
Certificate Number:
JL10002
Survey Customer:
City of Renton, WA
Purchase Order #:
202221
Street Address:
FIELD
Location Details:
/
Direction:
Downstream
Shape:
Circular
Ln. Method:
Purpose:
Pre -Rehabilitation
Survey
W th
D
Position Comment
Starting Manhole: 5303
5304
ea er. ry
Height:
14 Measurements:
U/D
Width:
Rim to Invert:
/
Joint Length:
Grade to Invert:
/
Total Length:
95 Rim to Grade:
/
Len. Surveyed:
84 Sewer Category:
Position Comment
Starting Manhole: 5303
5304
Surveyors name Certificate Number
S stem Owner
Survey Customer
Draina a Area Sheet
Brian Hille U-413-17912
Ci of Renton. WA
I Cily of Renton WA
1
Width
ShaMaterial Ln. Method
P/O No. Pi eline Se ment Reference
Date Time
Location Street Name and number
Locality
202221 012-020
120160818 18:34
Powerline Easement
Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert Rim to Grade
At/
5303
Jetting
D
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade
Use of Sewer
Direction Flow Control Height
5304
1 1 1 1
1 1
1 1 Sanita
U stream 14
Width
ShaMaterial Ln. Method
Pipe Joint Length Total Len th
Length Surveyed Year Laid Year Rehabilitated Tape / Media Number
0
Circular RCP CP
gel
95
82.5
0 2016 02
r
Pur ose
Sewer Category Pre -Cleaning Cleaned
Weather Additional Information
At/
C
Jetting
D
r
N
Generated on Thursday, 9/22/2016 at 11:30 AM by the PipeTech® TV inspection system.
Structural
O
Circumferential
Overall
Code
Distance
Continuous
Value
Joint
Location
Image Ref.
Struct.
O&M
r
N
Inches
o
At/
(Feet) Group/ ? Modifier/
defect
r
N
Grade
Grade
LA
Descriptor severity
S�UI/L
y'
d
T1
From
TO
0
V
d
z
C
Remarks
1st 2nd
0.0 AMH Starting Manhole: 5304
MWL 0
L0.0
82.5 AMH _ 5303
Generated on Thursday, 9/22/2016 at 11:30 AM by the PipeTech® TV inspection system.
Structural
O
& M
Overall
r
N
M
1*
to
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0
0
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0
0
tY
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5
0
0
0
0
0
tY
CY
c
0
0
0
0
0
tY
CY
5
202221 012-020 5303 5304 Post Rehabilitation S
0
0
0
0
0
0
0000
0
C
0
0
0
0
0000
0
0
0
0
0
0
0000
Generated on Thursday, 9/22/2016 at 11:30 AM by the PipeTech® TV inspection system.
(6)
lnsituforni
Upstream MH: 5303
Surveyor's Name: Brian Hille
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 012-020
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 02
'E3
A
v
Pre -Cleaning: Jetting
Date: 20160818
Time: 18:34
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Ftg. Code Description
82.5 AMH Access Point- Manhole
•0.0 MWL Water Level
•0.0 AMH Access Point- Manhole
Downstream MH: 5304
Certificate Number: U-413-17912
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: Powerline Easement
Location Details:
Direction: Upstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height: 14
Measurements:
U/D
Width:
Rim to Invert:
I
Joint Length:
Grade to Invert:
1
Total Length: 95
Rim to Grade:
1
Len. Surveyed: 82.5
Sewer Category:
Position Comment
5303
Starting Manhole: 5304
Generated on Thursday, 9/22/2016 at 11:30 AM by the PipeTechV N inspection system.