HomeMy WebLinkAboutPDF_S3 Bravo Environmental
425-424-9000
City : Renton
Inspection Report
Date P/O. No.Weather Surveyor's Name Pipe Segment Reference Section No.
Certificate No.Survey Customer System Owner Date Cleaned Pre-Cleaning Sewer Category
Street123 Use of Sewer Upstream MH
City Drainage Area Dowstream MH
Loc. details Flow Control Dir. of Survey
Location Code Length surveyed Section Length
Purpose of Survey Joint Length
Year Laid Dia./Height
Year Rehabilitated Material
Tape / Media No.Lining Method
Add. Information :
3/5/2015 Dry Max Stillings 3
06023296
116th Ave SE & SE 186th St
Renton
Stormwater
104.80 ft
CB3
CB1
Downstream
104.80 ft
Pre-Acceptance
12 inch
Polyethylene
1:180 Position Observation
Lakeside Fairwood Plat - 116th Ave SE & SE 186th St // Page: 1
0.00 Catch Basin / CB3
0.00 Water Level, 5 %of cross sectional area / No Flow
0.00 General Observation / 1" target, each lip/groove is 1/8"
4.00 S1 Deposits Settled Fine, 5 %of cross sectional area, from 05 to 07 o'clock,
, within 8 inches of joint: YES, Start / Sediment at begin of survey
23.60 F1 Deposits Settled Fine, 5 %of cross sectional area, from 05 to 07 o'clock,
, within 8 inches of joint: YES, Finish
32.70 S2 Water Level, Sag in pipe, 5 %of cross sectional area, Start / Ponding
Starts, 3/4"
35.90 F2 Water Level, Sag in pipe, 5 %of cross sectional area, Finish / Ponding
Ends
44.20 S3 Water Level, Sag in pipe, 5 %of cross sectional area, Start / Ponding
Starts, 5/8"
53.60 F3 Water Level, Sag in pipe, 5 %of cross sectional area, Finish / Ponding
Ends
53.60 S4 Water Level, Sag in pipe, 5 %of cross sectional area, Start / Ponding
Starts, 1"
57.80 S5 Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, ,
within 8 inches of joint: YES, Start / Sediment bottom of pipe
67.70 F4 Water Level, Sag in pipe, 5 %of cross sectional area, Finish / Ponding
Ends
67.70 F5 Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, ,
within 8 inches of joint: YES, Finish / End of deposits
70.30 S6 Water Level, Sag in pipe, 5 %of cross sectional area, Start / Ponding
Starts, greater than 1"
CB3
Bravo Environmental
425-424-9000
City : Renton
Inspection Report
Date :Job number :Weather :Operator :Counter :Section name :
Present :Vehicle :Camera :Preset :Cleaned :Rate :
Dry Max Stillings 3
1:180 Position Observation
Lakeside Fairwood Plat - 116th Ave SE & SE 186th St // Page: 2
102.60 F6 Water Level, Sag in pipe, 5 %of cross sectional area, Finish / Ponding
Ends, approx. 1/2" at end of survey section
104.80 Catch Basin / CB1
CB1
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2B00 2600 26 12 38 2 2 2