PA1501B- LR160325 Project Name: ANDREW BROWN COMMUNITY PARK-
WEST
Date: 3/25/2016 2:00:00 PM Asset ID: LINE F
Location: 363 N. DENTON TAP RD Upstream MH Number: 31+93 (MH
.ngth Surveyed: 774.6 Downstream MH Number: 23+37 (MH
Run Number: 1 Direction Of Survey: Downstream severe
Pipe Size: 15" Pipe Material: Polyvinyl Chloride
i'f ) ID Number: 31+93 (MH
(6.0) SI - Start Inspection
(774.6) El - End Inspection DUE TO LOSS
OF TRACTION WILL TV FROM
DOWNSTREAM UP TO FINISH SURVEY
Total Distance: 774.6 ; ,i ID Number: 23+37 (MH
`,„____,/
Created with the -.1. report generator Back
I
TN Inspection ' Vactor Cleaning *Trench Safety
uEs
UTILITY S. ENVIRONMENTAL
SERVICES. INC_ 972-556-2913 WWW.UESERVICES.NET
Project
ANDREW BROWN
Project Name COMMUNITY PARK- Location 363 N. DENTON TAP RD
WEST
Date 3/25/2016 14:00 Direction Of Survey Downstream
City COPPELL,TX PO Number
Run Number 1 Purpose Pre-Acceptance
Operator Name HURTADO Completed Yes
Comments
Pipe
Asset ID LINE F Pipe Size 15"
Pipe Material Polyvinyl Chloride Pipe Shape Circular
Lining Method Total Length
Length Surveyed 774.6 Year Laid
Year Renewed Sewer Use Sanitary
Manhole
Jpstream MH Number 31+93 (MH Upstream MH Depth
UpstreamMH Location Upstream MH Notes
Downstream MH 23+37 (MEI Downstream MH Depth
Number
Downstream MH Downstream MH Notes
Location
Amount of Flow NONE Signs Of Surcharge No
Other
Media Number DISC#1 Truck Number TRUCK U.E.S TV 88
WRIGHT
Contractor Name Weather Dry
CONSTRUCTION
VCR Start Index VCR End Index
Created with the
11,-.1r. report generator Back
Project Name: ANDREW BROWN COMMUNITY PARK-
WEST =MI
Asset ID: LINE F (FINISHING UP SURVEY Light
Date: 3/25/2016 5:56:00 PM HEADING UPSTREAMModerate
acation: 363 N. DENTON TAP RD Upstream MH Number: 31+93 (MH
Length Surveyed: 99.4 Downstream MH Number: 23+37 (MH
Run Number: 2 Direction Of Survey: Upstream ; evere
Pipe Size: 15" Pipe Material: Polyvinyl Chloride
) ID Number: 23+37 (MH
(6.0) SI - Start Inspection
(99.4) El - End Inspection / SURVEY
COMPLETE
Total Distance: 99.4 67) ID Number: 31+93 (MH
Created with the 4.*. report generator Back
C
Q
.4091f—) T.V Inspection YA7Vactor Cleaning *Trench Safety
•UES
UTILITY SERV CESENVIR INC ENTAL 972-556-2913 WWW.UESERVICES.NET
Project
ANDREW BROWN
Project Name COMMUNITY PARK- Location 363 N.DENTON TAP RD
WEST
Date 3/25/2016 17:56 Direction Of Survey Upstream
City COPPELL,TX PO Number
Run Number 2 Purpose Pre-Acceptance
Operator Name HURTADO Completed Yes
Comments
Pipe
LINE F(FINISHING UP
Asset ID SURVEY HEADING Pipe Size 15"
UPSTREAM
Pipe Material Polyvinyl Chloride Pipe Shape Circular
Lining Method Total Length
ength Surveyed 99.4 Year Laid
.'ear Renewed Sewer Use Sanitary
Manhole
Upstream MH Number 31+93 (MH Upstream MH Depth
UpstreamMH Location Upstream MH Notes
Downstream MH 23+37 (MH Downstream MH Depth
Number
Downstream MH Downstream MH Notes
Location
Amount of Flow NONE Signs Of Surcharge No
Other
Media Number DISC#1 Truck Number TRUCK U.E.S TV 88
WRIGHT
Contractor Name Weather Dry
CONSTRUCTION
VCR Start Index VCR End Index
Created with the report generator Back
0
Utility & Environmental Services, Inc
Low Pressure Air Test for Gravity Sanitary Sewer
Test Procedure:
Each section of sewer shall be tested between successive manholes.
Air shall be introduced into the pipeline until a 4.0 Psi gauge pressure has been reached.
At that time, the flow of air shall be reduced and the internal air pressure shall be maintained between
3.5 and 4.5 Psi gauge for at least two (2) minutes to allow the air temperature to come to
equilibrium with the temperature of the pipe walls. Pressure in the pipe shall be constantly
monitored by a gauge and hose arrangement separate from the hose used to introduce air
into the line. Pressure in the pipe shall not be allowed to exceed 5 Psi.
After the temperature has stabilized and no air leaks at the plugs have been found, the air pressure
shall be used to determine the time lapse required for the air pressure to drop to 2.5 Psi gauge.
If the time lapse required for the air pressure to decrease from 3.5 to 2.5 Psi exceeds that shown in the
following table, the pipe shall be presumed to be within acceptable limits for leakage.
If the time lapsed is less than that shown in the table, the contractor shall make corrections
to reduce the leakage to acceptable limits.
Line Information Test Results Air Test Mandrel
Line Station to Station Pipe Size Psi L.F. Tested Time Passed? Passed?
F 31+93 23+37 15 4 856 35:00 Yes Yes
I C
Owner: Wright Construction Date: 3/25/16
Project: Andrew Brown Community Park Job #:
Location:
Tested by: Omar Hurtado of Utility & Environmental Services, Inc.
( Inspector: Marcus Marion City of: Coppell
Utility & Environmental Services, Inc.
1965 California Crossing P.O. Box 542015
Dallas, Tx 75220 Dallas, Tx 75354
Office (972) 556-2913 Fax (972) 556-1614
MANHOLE VACUUM TEST REPORT
TEST PROCEDURE
Plug all manhole entrances and exits other than the manhole top access
using suitably sized pneumatic or mechanical pipeline plugs. Install the
vacuum tester head assembly at the top access of manhole.
Attach vacuum pump to test head and start pump.
Open inlet/outlet ball valve and evacuate the manhole to 10"Hg.
(approximately negative 5 Psig, 0.3 bar) Close vacuum inlet/outlet ball
valve and monitor vacuum for specified test period.
Manhole # HG. PSIG. Time Passed Failed
31+93 F 10 2:00 min Yes
23+37 F 10 2:00 min Yes
20+03 F 10 2:00 min Yes
OWNER: Wright Construction DATE: 3/25/2016
PROJECT: Andrew Brown Community Park
TESTED BY: Omar Hurtado OF U.E.S. INC.
INSPECTOR: Marcus Marion CITY OF: Coppell