HomeMy WebLinkAboutCCTV Reports - Disk 1 - Cascade Interceptor Rehabilitation Ph IISurveyors name
Certificate Number
Sr tem Owner Survey Customer
Draina a Area
Sheet
Juan Lorehzano
JL1 0002
Ci of Renton, WA Ci of Renton WA
Distance'
1
Value
u7
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
202221 J 1001-001
Inches
1 120160725 13:55 I ALLEY
Renton WA
At /
Further Location details
Grade
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
OFF OF 123RD AVE
%
12795
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2794
1 1
1 1 1 1 1 Sanitary I
FDownstream
24
20
d
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Material Ln. Method Pi a Joint Len th Total Length Length Surveyed Year Laid Year Rehabilitated
Tape / Media Number
0 CircularI
RCP
1 1110 1 1104
0
01
N
a
Pur ose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
c
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202221 001-001 2795 2794 -Pre -Rehabilitation S
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Insitufiorm'
Upstream MH: 2795
Downstream MH: 2794
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: ALLEY
Pipe Segment Ref.: 001-001
Location Details: OFF OF 123RD AVE
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
Pre -Cleaning: Jetting
Date: 20160725
Time: 13:55
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
�Lg. Code Description
0.0 AMH Access Point - Manhole
0.0 MWL Water Level
10.0 DAZ Deposits Attached: Other
14.0 AMH Access Point - Manhole
Position Comment
Starting Manhole: 2795
7 MORTAR 1"
2794
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Survey
Weather: Dry
Height: 24
Measurements:
U/D
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
1
Total Length: 110
Rim to Grade:
!
Len. Surveyed: 104
Sewer Category:
Position Comment
Starting Manhole: 2795
7 MORTAR 1"
2794
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Surve tors name Certificate Number System Owner Survey Customer Drainage Area Sheet
Brian Hille 0-413-17912 1 City of Renton WA FCiity of Renton WA 1
P/O No. Pi aline Segment Reference Date Time Location Street Name and number Locality
202221 001-001 20160819 17:52 Alle Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
B TiffanyPark 2795
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Height
2794 1 1 1 1 1 1 Sanita Downstream 24
Width Shape Material Ln. Method Pi a Joint Len th Total Length Len th Surve ed Year Laid Year Rehabilitated Tape / Media Number
0 Circular RCP CP 110 97 12016 1 101
PurDose Sewer Catego Pre-Cleaninq Cleaned Weather Additional Information
C Jettina =1 I I D
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1st 2nd
0.0 AMH Startinq Manhole: 2795
0.0 MWL 5
97.0 AMH 2794
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001-001 2795 2794 Post Rehabilitation S
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(6)
I»situform'
Upstream MH: 2795
Downstream MH: 2794
Surveyor's Name: Brian Hille
Certificate Number: U-413-17912
System Owner: City of Renton, WA
Survey Customer: City of Renton, WA
Drainage Area:
Purchase Order #: 202221
City: Renton, WA
Street Address: Alley
Pipe Segment Ref.: 001-001
Location Details: By Tiffany Park
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
Pre -Cleaning: Jetting
Date: 20160819
Time: 17:52
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
�tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
17.0 AMH Access Point - Manhole
Survey
Weather: Dry
Height: 24 Measurements: U/D
Width: Rim to Invert: /
Joint Length: Grade to Invert: /
Total Length: 110 Rim to Grade: /
Len. Surveyed: 97 Sewer Category:
Position Comment
Starting Manhole: 2795
2794
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Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano JL10002
Cily of Renton, WA F—Ci1y of Renton WA
Overall
1
(Feet)
Group/ Modifier/ defect
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
LocalitV
Descriptor severe S/M/L�
P severity
202221 002-002
1 120160725 15:00 j I ALLEY
I I Renton WA
AMH
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
OFF OF 123RD AVE
1 12794
47.1
TF C
6
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2793
Sanitary
Downstream
24
6
Width Sha a Material Ln. Method Pi a Joint Length Total Len th Lenc ith Surve ed Year Laid Year Rehabilitated
TaDe I Media Number
0 CircularI RCP
1 1322 1319
0
01
Pur ose Sewer Category Pre-Cleanincl
Cleaned Weather Additional Information
2
319.0
D Je in
Dry I
2793
N �
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0.0
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53.3
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180.4
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187.1
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269.8
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2793
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202221 002-002 2794 2793 Pre -Rehabilitation S
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(6)
lnsituform
Upstream MH: 2794
Downstream MH: 2793
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: ALLEY
Pipe Segment Ref.: 002-002
Location Details: OFF OF 123RD AVE
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
up
v
W
v
Pre -Cleaning: Jetting
Date: 20160725
Time: 15:00
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
■0.0 AMH Access Point- Manhole
00.0 MWL Water Level
47.1 TFC Tap, Factory Made: Capped
53.3 TFC Tap, Factory Made: Capped
180.4 TFC Tap, Factory Made: Capped
187.1 TFC Tap, Factory Made: Capped
269.8 TFC Tap, Factory Made: Capped
4319.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2794
10
2
10
2
2
2793
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Survey
Weather: Dry
Height: 24
Measurements: UID
Width:
Rim to Invert: 1
Joint Length:
Grade to Invert: 1
Total Length: 322
Rim to Grade: I
Len. Surveyed: 319
Sewer Category:
Position Comment
Starting Manhole: 2794
10
2
10
2
2
2793
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® N inspection system.
Surveyors name
Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Cla
U-613-47562
I City of Renton, WA I FUilyof Renton WA
r
1
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Localitv
202221 1 1002-002
Location
120160824 1218 Tiffany Park
I I Renton WA
O&M
I*
Further Location details
Modifier/
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Park
M
1 12794
defect
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2793Sanita
d
'a
Descriptor
Downstream
24
Width Sha a
Material Ln. Method PiDe Joint Len th Total Length Length Surve red Year Laid Year RehabilitatedTa
e / Media Number
0 Circular
RCP CP 322 320.7
0 2016
01
Pur ose Sewer Cate or Pre -Cleaning
Cleaned Weather Additional Information
1st 2nd
0.0 AMH Starting Manhole: 2794
C
No Pre-
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'a
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0.0 MWL 20
320.7 AMH 2793
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202221 002-002 2794 2793 Post Rehabilitation S
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(6)
lnsituforni
Upstream MH: 2794
Downstream MH: 2793
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: Tiffany Park
Pipe Segment Ref.: 002-002
Location Details: Park
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
v
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 12:18
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Code Description
AMH Access Point - Manhole
MWL Water Level
AMH Access Point- Manhole
Position Comment
Starting Manhole: 2794
2793
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Survey
Weather: Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: 1
Joint Length:
Grade to Invert: 1
Total Length: 322
Rim to Grade: 1
Len. Surveyed: 320.7
Sewer Category:
Position Comment
Starting Manhole: 2794
2793
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® N inspection system.
NAs�o
Surve ors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano —� JL10002
I Ci of Renton, WA [—Cily of Renton WA
Struct.O&M
Grade
Grade
P/O No. Pi eline Seciment Reference
Date Time Location Street Name and number
Localitv
202221 002-003
120160725 1559 ALLEY
I I Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
OFF OF KIRKLAND AVE
12793
AMH
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5305
Sanita
Downstream
24
Width Sha a Material Ln. Method PIDe Joint Len th Total Len th Lencith Surveyed Year Laid Year Rehabilitated
Ta e / Media Number
0 CircularI RCP
0 1 1 1284 1 1275
0
01
Pur ose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
6
2
D I A I Je in
Dry F
6
10
istance
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Code
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Location
Image Ref.
At /
Struct.O&M
Grade
Grade
Group/
Modifier/
Descriptor
severity
S/M/L
1st 2nd
TO
From
Remarks
0.0
AMH
Startinq Manhole: 2793
0.0
MWL
20
15.8
TF C
6
10
30.1
TF C
6
10
66.3
TF C
6
2
73.4
TF C
6
10
177.4
TF C
4
10
275.0
AMH
5305
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insituform`
Upstream MH: 2793 Downstream MH: 5305
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: ALLEY
Pipe Segment Ref.: 002-003 Location Details: OFF OF KIRKLAND AVE
Sewer Use: Sanitary Direction: Downstream
Flow Control: Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method:
Media Number: 01 Purpose: Pre -Rehabilitation
Pre -Cleaning: Jetting
Date: 20160725
Time: 15:19
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
v
1. uoae uescrnption
0 AMH Access Point- Manhole
0 MWL Water Level
8 TFC Tap, Factory Made: Capped
1 TFC Tap, Factory Made: Capped
3 TFC Tap, Factory Made: Capped
4 TFC Tap, Factory Made: Capped
4 TFC Tap, Factory Made: Capped
0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2793
10
10
2
10
III
5305
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Survey
Weather: Dry
Height: 24
Measurements:
U/D
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
!
Total Length: 284
Rim to Grade:
!
Len. Surveyed: 275
Sewer Category:
Position Comment
Starting Manhole: 2793
10
10
2
10
III
5305
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech9 TV inspection system.
Surveyors name
Certificate Number
System Owner Surve Customer
Drainage Area
Sheet
Cla
City Renton, CioenonWA.
1
P/O No. Pi eline Seam nt Reference
Date Time Location Street Name and number
Locality
202221 002-003
1
120160824 12:32 Tiffany Park
Renton WA
O&M
Further Location details
Group/
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Park
At /
12793
(Feet)
detect
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
5305
N
Sanita
Downstream
24
Width Sha a
Material Ln. Method Pi a Joint Len th Total Lencith Length Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular
RCPI C I 1 1 1284 1 1278.2
0 2016
Foi
Pur ose Sewer Cate o Pre -Cleaning
Cleaned Weather Additional Information
Remarks
1st I 2nd
C
0.0 MWL 5
No Pre-
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0.0 AMH Starting Manhole: 2793
0.0 MWL 5
278.2 AMH 5305
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202221 002-003 2793 5305 Post Rehabilitation S
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(6)
lnsitufDrtn
Upstream MH: 2793
Downstream MH: 5305
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: Tiffany Park
Pipe Segment Ref.: 002-003
Location Details: Park
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
r
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 12:32
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
-tg. t ooe uescrnpnon
0.0 AMH Access Point - Manhole
0.0 MWL Water Level
'8.2 AMH Access Point- Manhole
Position Comment
Starting Manhole. 2793
5305
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTechg TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
1
Total Length: 284
Rim to Grade:
!
Len. Surveyed: 278.2
Sewer Category:
Position Comment
Starting Manhole. 2793
5305
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTechg TV inspection system.
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano JL10002
City of Renton, WA F—Cily of Renton, WA
Circumferential
F- 1
r
P/O No.Pi eline Se ment Reference
Date Time Location Street Name and number
Localitv
Continuous
202221 003-004
1 120160725 16:05 KIRKLAND AVE
Renton WA
Location
- Image Ref.
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Modifier/
5305
Inches
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2790 1 1
1 = I Sanita
Downstream
24
Width Sha a Material Ln. Method PiDe Joint Len th Total Length Len th Surve ed Year Laid Year Rehabilitated
Tape / Media Number
0 CircularI RC I01
1 1382 1366
o
��
101
From TO
Purpose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
Remarks
1st 2nd
D Je in
Dry
C
Starting Manhole: 5305
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Code
Value
Overall
Circumferential
r
N
Distance
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Continuous
Joint
Location
- Image Ref.
Struct.
O&M
et
Group/
Modifier/
Inches
(Feet)
defect
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Grade
Grade
Descriptor
severity
d
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S/M/L
o
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C
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y
d
C
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1st 2nd
0.0
AMH
C
Starting Manhole: 5305
0.0
MWL
0
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20
87.9
TF C
6
2
222.1
TF C
6
2
324.6
TF C
6
2
366.0
AMH
t0
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2790
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Structural
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r
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0
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(6)
Insituforni
Upstream MH: 5305
Downstream MH: 2790
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: KIRKLAND AVE
Pipe Segment Ref.: 003-004
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
U3
v
W
r
Pre -Cleaning: Jetting
Date: 20160725
Time: 16:05
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
3. Looe uescnpuon
0 AMH Access Point - Manhole
0 MWL Water Level
9 TFC Tap, Factory Made: Capped
TFC Tap, Factory Made: Capped
6 TFC Tap, Factory Made: Capped
0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 5305
2
2
2790
Generated on Thursday, 9/22/2016 at 11:04 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: 382
Rim to Grade: 1
Len. Surveyed: 366
Sewer Category:
Position Comment
Starting Manhole: 5305
2
2
2790
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number Sstem Owner Survey Customer Drainage Area Sheet
Brian Hille U-413-17912 I City of Renton. WA FUity of Renton WA I I —I 1 1 1
P/O No. Pipeline Se ment Reference Date Time Location Street Name and number Locality
202221 1 1003-004 20160819 12:04 1 Kirkland Ave. Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
By Tiffany Park 15305
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Height
2790 Sanita Downstream 124
Width Sha a Material Ln. Method Pi We Joint Len th Total Lentith Lenth Surve ed Year Laid Year Rehabilitated Tape /Media Number
0 CircularI CAS I CP 1 1382 1357.3 Fol
Pur ose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
C L I I Jettin D
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Code
Value
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Circumferential
r
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M
Distance
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Joint
Location
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0.0 AMH Starting Manhole: 5305
0.0 MWL 5
357.3 AMH 2790
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Structural
O & M
Overall
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202221 003-004 5305 2790 Post Rehabilitation S
0
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(9)
lnsituforni
Upstream MH: 5305
Surveyor's Name: Brian Hille
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 003-004
Sewer Use: Sanitary
Flow Control:
Material: Cast Iron
Media Number: 01
'PR
r
III
r
Pre -Cleaning: Jetting
Date: 20160819
Time: 12:04
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
• 0.0 AMH Access Point- Manhole
•0.0 MWL Water Level
357.3 AMH Access Point- Manhole
Downstream MH: 2790
Certificate Number: U-413-17912
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: Kirkland Ave.
Location Details: By Tiffany Park
Direction: Downstream
Shape: Circular
Ln. Method: Cured in Place
Purpose: Post Rehabilitation
Survey
Weather: Dry
Height: 24 Measurements:
U/D
Width: Rim to Invert:
1
Joint Length: Grade to Invert:
1
Total Length: 382 Rim to Grade:
1
Len. Surveyed: 357.3 Sewer Category:
Position Comment
Starting Manhole: 5305
2790
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTechO N inspection system.
Surveyors name Certificate Number S stem Owner Survey Customer Drainage Area Sheet
Juan Lore zano JL10002 I City of Renton, WA FCify of Renton. WA I I 1
P/O No. Pi eline Se ment Reference Date Time Location Street Name and number LocalitV
202221 003-005 120160726 07:39 I KIRKLAND AVE I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
PARKING LOT 1 12790
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer Direction Flow Control Heiciht
2791 Sanitary Downstream 24
Width Shaa Material Ln. Method Pipe Joint Len th Total Length Len th Surveyed Year Laid Year Rehabilitated Ta e / Media Number
0 Circular RCP 0 308 306 0 01
PUr ose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
D Jetting Dry
Dlstanc
(Feet)
0.0
0.0
35.3
109.2
134.3
139.3
176.2
216.2
243.2
Code
Group/
Descriptor
AMH
MWL
TF
TF
TB
TF
TF
TF
TF
Value Circumferential]
Continuous Location
defect S/M/L % Inches Joint
Modifier/ At / To
severityI 1st I 2nd IFrom
Image Ref. Struct. O&M
Grade'Grade
Starting Manhole: 2790
2 ACTIVE
PVC
Structural
20
C
6
r
10
C
6
LO
10
1
6
0.5
2
C
6
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Image Ref. Struct. O&M
Grade'Grade
Starting Manhole: 2790
2 ACTIVE
PVC
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Structural
O & M
Overall
r
N
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tt
LO
r
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202221 003-0052790 2791 Pre-RehabilitationSi
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0
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
lnsitufarni
Upstream MH: 2790
Downstream MH: 2791
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: KIRKLAND AVE
Pipe Segment Ref.: 003-005
Location Details: PARKING LOT
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
Z
1
10
v
Pre -Cleaning: Jetting
Date: 20160726
Time: 07:39
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
i 0.0 AMH Access Point- Manhole
0.0 MWL Water Level
35.3 TFC Tap, Factory Made: Capped
109.2 TFC Tap, Factory Made: Capped
134.3 TBI Tap, Break-in / Hammer: Intruding
139.3 TFC Tap, Factory Made: Capped
176.2 TFC Tap, Factory Made: Capped
216.2 TFA Tap, Factory Made: Active
243.2 TFC Tap, Factory Made: Capped
•306.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2790
10
10
2 ACTIVE
2
10
10 PVC
10
2791
Generated on Thursday, 9/22/2016 at 11:04 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: 308
Rim to Grade:
1
Len. Surveyed: 306
Sewer Category:
134.3 TBI Tap, Break-in / Hammer: Intruding
139.3 TFC Tap, Factory Made: Capped
176.2 TFC Tap, Factory Made: Capped
216.2 TFA Tap, Factory Made: Active
243.2 TFC Tap, Factory Made: Capped
•306.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2790
10
10
2 ACTIVE
2
10
10 PVC
10
2791
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
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
i
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number
Locali
202221 003-005
I*
1 120160820 2346 Kirkland Ave SE
Renton WA
Further Location details
Joint
U stream Manhole Number Rim to Invert
Grade to Invert Rim to Grade
Street
O&M
1 1 2790
Group/
Downstream Manhole NumberRim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2791
1 C
Sanit
[Downstream i ID 24
Width Sha a
Material Ln. Method Pi a Joint Len th Total Length Length Surveyed Year Laid Year Rehabilitated Tape / Media Number
0 CircularI
CAS I C I 1 1 1308 1 1306 I
2016 01
Pur ose Sewer Category
Pre-Cleanin
Cleaned Weather Additional Information
severity
C
Jetting
Dry F77
I
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Code
Value
& M
Circumferentlal
r
N
Distance
I*
continuous
Joint
Location
Image Ref.
Struct.
O&M
Lo
Group/
Modifier/
Inches
N
At /
et
(Feet)
defect
Grade
Grade
d
0
Descriptor
severity
S/M/L
%
N
From
To
N
0
Remarks
1st 2nd
0.0
AMH
Starting Manhole: 2790
0.0
MWL
10
133.1
TF 6
2
215.7
TF 6
10
306.0
AMH
2791
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Structural
O
& M
Overall
r
N
M
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to
r
N
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N
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N
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202221 003-005 2790 2791 Post Rehabilitation S
0
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0
0
0
0
0
0
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0
0
0
0
0
0
0000
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(6)
Insitufvrni
Upstream MH: 2790
Downstream MH: 2791
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: Kirkland Ave SE
Pipe Segment Ref.: 003-005
Location Details: Street
Sewer Use: Sanitary
Direction: Downstream
Flow Control: De -Watered using Jetter
Shape: Circular
Material: Cast Iron
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
UP
s' V
Pre -Cleaning: Jetting
Date: 20160820
Time: 23:46
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
•tg. coae uescnption
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
,3.1 TF Tap, Factory Made
5.7 TF Tap, Factory Made
16.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2790
2
10
2791
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech9 TV inspection system.
Survey
Weather:
Dry
Height: 24
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
!
Total Length: 308
Rim to Grade:
1
Len. Surveyed: 306
Sewer Category:
Position Comment
Starting Manhole: 2790
2
10
2791
Generated on Thursday, 9/22/2016 at 11:04 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 I F—Uftyof Renton WA
I I
I 1 1
r
P/O No. Pi eline Secaiment Reference
Date Time Location Street Name and number
Locality
to
202221 004-006
1 120160726 08:15 KIRKLAND AVE
Renton WA
Joint
Further Location details
Upstream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
PARKING LOT
12791
Modifier/
r
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2792
Sanita
Downstream 1 1
124
Width Sha a Material Ln. Method PIDe Joint Len th Total Length Length Surveyed Year Laid Year Rehabilitated
Tape / Media Number
0 Circular RCP
0 1 1 182 1 180
0
01
Pur ose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
o
�'
�
'O
D Jetting
Dry E
0
'O
�
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Code
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Circumferential
r
N
M
Distance
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Continuous
Joint
Location
Image Ref.
Struct.
O&M
Group/
Modifier/
r
Inches
M
At /
In
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Grade
d
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To
0
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2nd
0.0
AMH
Starting Manhole: 2791
0.0
MWL
20
10.3
TF C 6
10
70.7
TF C 6
10
80.0
AMH
2792
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Structural
O & M
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r
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202221 004-006 2791 2792 Pre -Rehabilitation S
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0
0
0
0
0
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(6)
Insituflvrm
Upstream MH: 2791
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 004-006
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 01
Pre -Cleaning: Jetting
Date: 20160726
Time: 08:15
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
'tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
0.3 TFC Tap, Factory Made: Capped
'0.7 TFC Tap, Factory Made: Capped
10.0 AMH Access Point - Manhole
Downstream MH: 2792
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: KIRKLAND AVE
Location Details: PARKING LOT
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Position Comment
Starting Manhole: 2791
m
10
2792
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech(DTV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 82
Rim to Grade: /
Len. Surveyed: 80
Sewer Category:
Position Comment
Starting Manhole: 2791
m
10
2792
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech(DTV inspection system.
NAsI
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Cla U-613-47562
Ci of Renton, WA Ci of Renton, WA
Overall
1
P/O No. Pi eline Se ment Reference
Date Time Location Street Name and number
Locality
le
202221 004-006
20160820-71 23:57 Kirkland Ave SE
Renton WA
Location
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
behind school
1 12791
Inches
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
2792
Sanita
Downstream
24
Grade
Width Sha a Material Ln. Method Pi a Joint Len th Total Len th Length Surve ed Year Laid Year Rehabilitated
Tape /Media Number
0 CircularI RCP I CP 1 182 180.1
0 2016 I
01
Pur ose Sewer Category Pre -Cleaning
Cleaned Weather Additional Information
%
C L I I Jetting
D
d
-a
N
•a
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Code
Value
O & M
Circumferential
Overall
r
N
Distance
le
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0.0 AMH Starting Manhole: 2791
0.0 MWL 5
80.1 AMH 2792
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Structural
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(9)
lnsituform
Upstream MH: 2791
Downstream MH: 2792
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: Kirkland Ave SE
Pipe Segment Ref.: 004-006
Location Details: behind school
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
lap
1
Pre -Cleaning: Jetting
Date: 20160820
Time: 23:57
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
'tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
10.1 AMH Access Point - Manhole
Survey
Weather: Dry
Height: 24 Measurements: U/D
Width: Rim to Invert: /
Joint Length: Grade to Invert: /
Total Length: 82 Rim to Grade: /
Len. Surveyed: 80.1 Sewer Category:
Position Comment
Starting Manhole: 2791
2792
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTechV TV inspection system.
Surveyors name
Certificate Number
S stem Owner Survey Customer
—�
Drainage Area
Sheet
Juan Lorenzano
I JL10002
City of Renton, WA I rCity of Renton. WA
0&M
Grade
N
Group/
Modifier/
P/O No. Pi eline Seciment Reference
Date Time Location Street Name and number
Locality
202221 004-007
severity
1 120160726 08:36 I BEHIND SCHOOL
I Renton WA
1st 2nd
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
PARKING LOT
0.0
1 12792
Startinq Manhole: 2792
0.0
MWL
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
6297
J C
Sanitary
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24
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Material Ln. Method Ph)e Joint Len th Total Len th Lencith Surveyed Year Laid Year RehabilitatedTa
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0 Circular
RCP
0 158 154
0
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Remarks
0.0
AMH
Startinq Manhole: 2792
0.0
MWL
20
77.3
TF C 6
10
154,0
AMH
6297
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Structural
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(9)
Insituforni
Upstream MH: 2792
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 004-007
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 01
Pre -Cleaning: Jetting
Date: 20160726
Time: 08:36
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
°tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
v
P
7.3 TFC Tap, Factory Made: Capped
;4.0 AMH Access Point - Manhole
Downstream MH: 6297
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: BEHIND SCHOOL
Location Details: PARKING LOT
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Position Comment
Starting Manhole: 2792
10
6297
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Survey
Weather:
Dry
Height: 24
Measurements:
U/D
Width:
Rim to Invert:
/
Joint Length:
Grade to Invert:
/
Total Length: 158
Rim to Grade:
/
Len. Surveyed: 154
Sewer Category:
Position Comment
Starting Manhole: 2792
10
6297
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number S stem Owner Survey Customer Drainage Area Sheet
A. Cla U-613-47562 I Cily of Renton WA City of Renton. WA 1
P/O No. Pi eline Seam nt Reference Date Time Location Street Name and number Localitv
1202221 004-007 1 120160821 = 00:01 Kirkland Ave SE I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
Behind school 1 12792
Downstream Manhole Number
Rim to Invert Grade to Invert Rim to Grade
Use of Sewer
Direction Flow Control Heiciht
6297
Circumferenf al
sanitary I
FDownstream 24
N
Width Sha a
Material Ln. MethodPi a Joint Length Total Len th
Length Surve ed Year Laid Year Rehabilitated Tape / Media Number
0 Circular
RCP CP 158 1
1 153.5
0 2016 01
Image Ref.
Pur ose Sewer Cate o Pre-Cleanin Cleaned Weather Additional Information
O&M
C
Jetting Dry
Modifier/
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Code
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0.0 AMH Starting Manhole: 2792
0.0 MWL 10
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Structural
O & M
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202221 004-007 2792 6297 Post Rehabilitation S
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(6)
lnsitufarni
Upstream MH: 2792
Downstream MH: 6297
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: Kirkland Ave SE
Pipe Segment Ref.: 004-007
Location Details: Behind school
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
Pre -Cleaning: Jetting
Date: 20160821
Time: 00:01
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
r:tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
i3.5 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2792
6297
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements:
UID
Width:
Rim to Invert:
1
Joint Length:
Grade to Invert:
1
Total Length: 158
Rim to Grade:
!
Len. Surveyed: 153.5
Sewer Category:
Position Comment
Starting Manhole: 2792
6297
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number System Owner Survey Customer Draina a Area Sheet
Juan Lorenzano JL10 002 I I City of Renton, WA Ci of Renton WA
P/O No. Pi eline Seam nt Reference Date Time Location Street Name and number Locality
202221 004-008 1 120160726 0910 INDEX CT I I Renton WA
Further Location details U stream Manhole Number Rim to Invert Grade to Invert Rim to Grade
6297
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade
Use of Sewer Direction Flow Control Height
2835
F—
F—
I Sanita Downstream 24
Width
Sha a Material Ln. Method Pi a Joint Lencith Total Length
Len th Surveyed Year Laid Year Rehabilitated Tape / Media Number
0
Circular RCP
0 I 1 189 1
185 Fol
PurDose
Sewer Catego Pre-Cleaninq
Cleaned Weather Additional Information
D
j I I Je in
D
AMH
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Image Ref.
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M
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S/M/L'
1st . 2nd
%
To
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N
Remarks
0.0
AMH
Starting Manhole: 6297
0.0
MWL
20
66.2
TF C 6
10
85.0
AMH
2835
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202221 004-008 6297 2835 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
(6)
lnsituform
Upstream MH: 6297
Downstream MH: 2835
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 CT
Pipe Segment Ref.: 004-008
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
V
#%i
V
Pre -Cleaning: Jetting
Date: 20160726
Time: 09:10
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Code Description
AMH Access Point - Manhole
MWL Water Level
TFC Tap, Factory Made: Capped
AMH Access Point - Manhole
Position Comment
Starting Manhole: 6297
10
2835
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTechO TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: UID
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 89
Rim to Grade: /
Len. Surveyed: 85
Sewer Category:
Position Comment
Starting Manhole: 6297
10
2835
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTechO TV inspection system.
Surveyors name Certificate Number
System Owner
Survey Customer
Drainage Area
Sheet
A. Clary U-613-47562
I I Ci of Renton WA
Cily of Renton WA
Downstream 24
1
Distance
P/O No. Pipeline Se ment Reference
Date Time
Location Street Name and number
Locality
Lencith Surve red Year Laid Year Rehabilitated Ta e / Media Number
202221 1 1004-008
120160824 13:05
Index Ct
Renton WA
0 2016 01
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
At /
6297
(Feet �
Dry
Downstream Manhole Number
Rim to Invert Grade to Invert Rim to Grade
Use of Sewer
Direction Flow Control Hei ht
2835
Circumferential
Overall
Sanita
Downstream 24
N
Distance
ep
Width Sha a
Material Ln. Method
Pi a Joint Length Total Lencith
Lencith Surve red Year Laid Year Rehabilitated Ta e / Media Number
0 CircularRCP
CP
89
82.8
0 2016 01
Pur ose Sewer Category Pre-Cleanin Cleaned
Weather Additional Information
Inches
C
At /
No Pre-
(Feet �
Dry
Grade
Grade
Cleaning
d
Descriptor
severity
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Code
Value
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Circumferential
Overall
r
N
Distance
ep
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Location
Image Ref.
Struct.
O&M
I'
Group/
Modifier/
Inches
r
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M
(Feet �
defect
Grade
Grade
0)
d
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severity
S/M/L
s70
0f
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From
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W
0>
�
Remarks
1st 2nd
0.0 AMH Starting Manhole: 6297
0.0 MWL 5
82.8 AMH 2835
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Structural
O
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Overall
r
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202221 004-008 6297 2835 Post Rehabilitation S
0
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I
(6)
lnsituforni
Upstream MH: 6297
Downstream MH: 2835
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 Ct
Pipe Segment Ref.: 004-008
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 13:05
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
Code Description
AMH Access Point - Manhole
MWL Water Level
AMH Access Point - Manhole
Position Comment
Starting Manhole: 6297
2835
Generated on Thursday, 9/22/2016 at 11:04 AM by the Pipeiech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 89
Rim to Grade: /
Len. Surveyed: 82.8
Sewer Category:
Position Comment
Starting Manhole: 6297
2835
Generated on Thursday, 9/22/2016 at 11:04 AM by the Pipeiech® TV inspection system.
Surveyors name
Certificate Number
System Owner Survey Customer
Draina a Area
Sheet
Juan Lorenzano
JL10002
Ci of Renton, WA Ci of Renton WA
r
N
M
d'
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number
Locality
202221 =1 004-009
N
120160726 09:21 INDEX CT
I I Renton WA
W
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
M
le
2835
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
6296
41
' O
Sanita
Downstream
24
Width Sha a
Material Ln. Method Pipe Joint Length Total Lenth Len th Surve ed Year Laid Year Rehabilitated
Tape / Media Number
II Circular
RCP
0 200 195
d
a
Fol
Pur ose Sewer Cate
go Pre-Cleanina
Cleaned Weather Additional Information
d
'0
d
"
D
Jetting
D
V
N
Distance Code
(Feet) Group/
Descriptor
0.0 AMH
0.0 MWL
55.3 TF
114.7 TF
189.5 TF
195.0 AMH
Value �qui i aci uaI
continuous Location ' Struct. O&M
defect Inches Joint Image Ref. Grade Grade
Modifier/ S/M/L %
severity I I 1st I 2nd I I
20
C 6 2
C 6 10
C 6 10
Starting Manhole: 2835
6296
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Structural
O & M
Overall
r
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202221 004-0092835 6296 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
4 ►nsitnfaorni
Upstream MH: 2835
Downstream MH: 6296
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 CT
Pipe Segment Ref.: 004-009
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
IN
r
Pre -Cleaning: Jetting
Date: 20160726
Time: 09:21
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
• 0.0 AMH Access Point- Manhole
90.0 MWL Water Level
• 55.3 TFC Tap, Factory Made: Capped
114.7 TFC Tap, Factory Made: Capped
189.5 TFC Tap, Factory Made: Capped
195.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2835
2
ff
10
6296
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements:
U/D
Width:
Rim to Invert:
/
Joint Length:
Grade to Invert:
/
Total Length: 200
Rim to Grade:
/
Len. Surveyed: 195
Sewer Category:
Position Comment
Starting Manhole: 2835
2
ff
10
6296
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Surveyors name
Certificate Number S yStOwner Survey Customer
Drainage Area
Sheet
A. Cla
U-613-47562 I City of Renton, WA I F—Cityof Renton WA
O&M
Grade
P/O No. Pi eline Seam nt Reference Date Time Location Street Name and number
Localitv
Descriptor severity
202221 004-009
120160824 F13:11 Index Ct
I I Renton WA
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
0.0 AMH Starting Manhole: 2835
2835
196.9_ AMH _ _ . _. _ 6296 T
Downstream Manhole Number Rim to Invert Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Height
6296
1 1 —� Sanita
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24
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Material Ln. Method Pi a Joint Len th Total Length Len th Surve ed Year Laid Year Rehabilitated
Ta e / Media Number
0 Circular
RCP CP 200 196.9 I
2016
01
Pur ose Sewer Category Pre -Cleaning Cleaned Weather Additional Information
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r
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Descriptor severity
leto
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0.0 AMH Starting Manhole: 2835
0.0 MWL 5
196.9_ AMH _ _ . _. _ 6296 T
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Structural
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202221 004-009 2835 6296 Post Rehabilitation S
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(6)
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Upstream MH: 2835
Downstream MH: 6296
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 Ct
Pipe Segment Ref.: 004-009
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
Survey
Pre -Cleaning: No Pre -Cleaning
Weather: Dry
Date: 20160824
Height: 24 Measurements:
UID
Time: 13:11
Width: Rim to Invert:
1
Cleaned:
Joint Length: Grade to Invert:
1
Year Laid:
Total Length: 200 Rim to Grade:
1
Year Rehab.: 2016
Len. Surveyed: 196.9 Sewer Category:
Additional Information:
UOg.
Code Description Position Comment
AMH Access Point - Manhole Starting Manhole: 2835
lap.0 MWL Water Level
v
196.9 AMH Access Point- Manhole 6296
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Surveyors name Certificate Number
S stem Owner Survey Customer
Drainage Area
Sheet
Juan Lorenzano —� JL10002
City of Renton, WA i F—Cityof Renton, A
Circumferential
Location
1
O&M
Grade
P/O No. Pipeline Segment Reference
Date Time Location Street Name and number
LocalitV
Inches
120 221 005-01020160726
09:53 INDEX CT
Renton WA
I*
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
%
6296
From
To
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2819
Sanita
Downstream
24
Width Sha a Material Ln. Method Pi a Joint Len th Total Len th Len th Surve ed Year Laid Year Rehabilitated
Ta,, ! Media Number
0 Circular RCP
0 308 300
0
01
6
Pur ose Sewer Catego Pre-Cleanin
Cleaned Weather Additional Information
C
6
D Je in
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6
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severity
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0.0 MWL
d
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3
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6
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127.3 TF
C
6
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300.0 AMH.
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2819
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202221 005-010 6296 2819 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTechS TV inspection system.
(6)
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Upstream MH: 6296
Surveyor's Name: Juan Lorenzano
System Owner: City of Renton, WA
Drainage Area:
City: Renton, WA
Pipe Segment Ref.: 005-010
Sewer Use: Sanitary
Flow Control:
Material: Reinforced Concrete Pipe
Media Number: 01
r
Pre -Cleaning: Jetting
Date: 20160726
Time: 09:53
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Downstream MH: 2819
Certificate Number: JL10002
Survey Customer: City of Renton, WA
Purchase Order #: 202221
Street Address: INDEX CT
Location Details:
Direction: Downstream
Shape: Circular
Ln. Method:
Purpose: Pre -Rehabilitation
Survey
Weather: Dry
Height: 24 Measurements:
Width: Rim to Invert:
Joint Length: Grade to Invert:
Total Length: 308 Rim to Grade:
Len. Surveyed: 300 Sewer Category:
Ftg. Code Description Position Comment
•0.0 AMH Access Point- Manhole Starting Manhole: 6296
0.0 MWL Water Level
8.1 TFC Tap, Factory Made: Capped 3
60.7 TFC Tap, Factory Made: Capped 10
27.3 TFC Tap, Factory Made: Capped 10
56.6 TFC Tap, Factory Made: Capped 2
.30.7 TFC Tap, Factory Made: Capped 2
00.0 AMH Access Point- Manhole 2819
U/D
Generated on Thursday, 9/22/2016 at 11:05 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 I FCityof Renton. WA 1
P/O No. Pipeline Se ment Reference Date
Time Location Street Name and number Locality
202221 1 1005-010
1 120160824
13:23 Index Ct
I I Renton WA
Further Location details
N
Ui3strearn Manhole Number Rim to Invert
Grade to Invert Rim to Grade
Distance
6296
Downstream Manhole Number
Rim to Invert Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2819
O&M
Sanita
Downstream 24
Width Shape
Material Ln. Method Pi a Joint Len th Total Lencith Len th Surveyed Year Laid Year Rehabilitated Tape / Media Number
0 Circular
I CP I 1
1 1308 1 1298 I
I 01
Pur ose Sewer Catego Pre-Cleanin Cleaned
Weather Additional Information
d1
C
No Pre-
Grade
D
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Descriptor
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Code
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Image Ref.
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d
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d
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Remarks
1st I 2nd
0.0 AMH Starting Manhole: 6296
0.0 MWL 10
298.0 AMH 2819
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202221 005-010 6296 2819 Post Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech®TV inspection system.
(9)
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Upstream MH: 6296
Downstream MH: 2819
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 Ct
Pipe Segment Ref.: 005-010
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
r
Pre -Cleaning: No Pre -Cleaning
Date: 20160824
Time: 13:23
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
"tg. Code Description
0.0 AMH Access Point- Manhole
0.0 MWL Water Level
18.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 6296
2819
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
Survey
Weather:
Dry
Height: 24
Measurements: U/D
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 308
Rim to Grade: /
Len. Surveyed: 298
Sewer Category:
Position Comment
Starting Manhole: 6296
2819
Generated on Thursday, 9/22/2016 at 11:04 AM by the PipeTech® TV inspection system.
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Surveyors name
Certificate Number
System Owner
SurveyCustomer
Drainage Area
Sheet
Juan Lorenzano
JL10 002
1Ci�of Renton. WARenton. WA
Ci of Renton, WA
Continuous
1
I
P/O No. Pipeline Segment Reference
Date Time
Location Street Name and number
Localitv
Inches
202221 1 005005-011
(Feet) Group/ Modifier/
20160726 11:42
LAKE YOUNG WAY
I Renton WA
Grade Grade
N M
Further Location details
W
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Remarks
2819
0.0
AMH
d
O
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2818
N
'C
39.1
Sanita
Downstream
24
-53.O--6MH
0f
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Width ShaDe
Material Ln. Method PiDe Joint Len Total Len th Length Surve ed Year Laid Year Rehabilitated
Ta g / Media Number
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RCP
0 56
1 153
1
101
f0
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Purpose Sewer Catego Pre-Cleaninq
Cleaned Weather
Additional Information
�
�
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I Jetting
Dry
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Code
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Distance
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Location
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Image Ref.
Struct. O&M
r
Inches
M
(Feet) Group/ Modifier/
defect
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Grade Grade
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Descriptor severity
W
S/M!L
%
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Remarks
1st I 2nd
0.0
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d
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Starting Manhole: 2819
0.0
MWL
30
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39.1
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5 7
2 MORTAR 1"
-53.O--6MH
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2818
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202221 005-011 2819 2818 Pre -Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.
(9)
lnsitufvrM
Upstream MH: 2819
Downstream MH: 2818
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: LAKE YOUNG WAY
Pipe Segment Ref.: 005-011
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method:
Media Number: 01
Purpose: Pre -Rehabilitation
r
Pre -Cleaning: Jetting
Date: 20160726
Time: 11:42
Cleaned:
Year Laid:
Year Rehab.:
Additional Information:
Ftg. Code Description
• 0.0 AMH Access Point- Manhole
°0.0 MWL Water Level
39.1 DAZ Deposits Attached: Other
53.0 AMH Access Point- Manhole
Position Comment
Starting Manhole: 2819
7 MORTAR 1"
2818
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: UID
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 56
Rim to Grade: /
Len. Surveyed: 53
Sewer Category:
Position Comment
Starting Manhole: 2819
7 MORTAR 1"
2818
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.
NCO
Surveyors name Certificate Number
System Owner Survey Customer
Drainage Area
Sheet
A. Clary U-613-47562
1 Cily of Renton WA F—Uly of Renton, WA
i I =
1 1
P/O No. Pi eline Se ment Reference
Date Time Location Street Name and number
Locality
M
202221 1 1005-011
1201608 F1 17:56 Lake Youngs Way
Renton WA
Location
Further Location details
U stream Manhole Number Rim to Invert
Grade to Invert
Rim to Grade
Group/
2819
inches
Downstream Manhole Number Rim to Invert
Grade to Invert Rim to Grade Use of Sewer
Direction Flow Control Hei ht
2818
Sanita
Downstream
24
Grade
Width Sha a Material Ln. Method PiDe Joint Len th Total Len th Length Surve red Year Laid Year Rehabilitated
Tape / Media Number
0 CircularI RCP L CP I I I 56 153.6 1
0 2016
01
PurDose Sewer Catego Pre-Cleaninq
Cleaned Weather Additional Information
°
�0
'd
C Jetting
D
C1
a
0
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Code
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Circumferential
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Distance
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Location
Image Ref.
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M
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Modifier/
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severity
0
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°
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'd
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C1
a
0
-a
d
Remarks
1st 2nd
0.0 AMH Starting Manhole: 2819
0.0 MWL 10
53.6 AMH 2818
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Structural
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202221 005-011 2819 2818 Post Rehabilitation S
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Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.
(9)
lnsituform
Upstream MH: 2819
Downstream MH: 2818
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: Lake Youngs Way
Pipe Segment Ref.: 005-011
Location Details:
Sewer Use: Sanitary
Direction: Downstream
Flow Control:
Shape: Circular
Material: Reinforced Concrete Pipe
Ln. Method: Cured in Place
Media Number: 01
Purpose: Post Rehabilitation
#ii
v
Pre -Cleaning: Jetting
Date: 20160820
Time: 17:56
Cleaned:
Year Laid:
Year Rehab.: 2016
Additional Information:
r�tg. Code Description
0.0 AMH Access Point - Manhole
0.0 MWL Water Level
i3.6 AMH Access Point - Manhole
Position Comment
Starting Manhole: 2819
2818
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.
Survey
Weather: Dry
Height: 24
Measurements: UID
Width:
Rim to Invert: /
Joint Length:
Grade to Invert: /
Total Length: 56
Rim to Grade: /
Len. Surveyed: 53.6
Sewer Category:
Position Comment
Starting Manhole: 2819
2818
Generated on Thursday, 9/22/2016 at 11:05 AM by the PipeTech® TV inspection system.