Gunner P2-LR000515 ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
?5354
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: 3
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INGP.
TAPE TIME: 0:13:05
LINE #: "A"
M.H. STA#: 11+04
M.H. STA#: 8+52
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTIONI DOWNSTREAM
ORADE : .34%
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 11+04
142.8 Ft SERVICE AT 10 O'CLOCK
249.1Ft STOP IN M.H. STA. 8+52
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS~TEXAS
75354
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: 4
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 0:26:35
LINE #: "A"
M.H. STA#: 8+52
M.H. STA#: ?+51
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: DOWNSTREAM
GRADE : .34%
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 8+52
101.2 Ft STOP IN M.H. STA. 7+51
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
?5354
LO8 REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB 8:50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE 8:1
PAGE 8:5
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 0:30:50
LINE 8: "A"
M.H. STA#: ?+51
M.H. STA#: 5+84
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: DOWNSTREAM
8RADE : .34%
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. ?+51
166.3 Ft STOP IN M.H. STA. 5+84
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
?5354
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: 6
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 0:40:05
LINE #: "A"
M.H. STA#: 5+84
M.H. STA#: 3+?5
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: DOWNSTREAM
8RADE :
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 5+84
101.4 Ft SERVICE AT 9 O'CLOCK
205.5 Ft STOP IN M.H. STA. 3+?5
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
?5354
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: ?
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 0:49:25
LINE #: "A"
M.H. STA#: 3+?5
M.H. STA#: 1+44
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: DOWNSTREAM
GRADE : .34%
FOOTASE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 3+?5
53.7 Ft SERVICE AT 9 O'CLOCK
229.9 Ft STS
STOP IN M.H. STA. 1+44
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
75~54
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: 8
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 0:58:15
LINE #: "A"
M.H. STA#: 1+44
M.H. STA#: 0+00
PIPE SIZE: 8"
PIPE TYPE: P¥C
DIRECTION: DOWNSTREAM
GRADE : .54%
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. ST. 1+44
152.4 Ft STOP IN M.H. STA. 0+00
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
75354
LOG REPORT
05-15-2000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB 8:50200
DATE : 05-15-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE 8: 1
PAGE 8:9
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 1:05:30
LINE 8: "B"
M.H. STA#: 8+88
C.O. STA#: 12+49
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: UPSTREAM
8RADE : .34%
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 8+88
103.4 Ft SERVICE AT 9 O'CLOCK
348.3 Ft SERVICE AT 9 O'CLOCK
355.9 Ft STOP AT C.O. STA. 12+49
END OF SURVEY
ULTILITY & ENVIRONMENTAL
SERVICES
1965 CALIFORNIA CROSSING
DALLAS, TEXAS
?5354
LOG REPORT
05-15-~000
CONTRACTOR:
LLANO
JOB NAME:
GUNNER APARTMENT PROJECT
PHASE II
JOB #: 50200
DATE : 05-16-00
INSPECTOR: LANCE
OPERATOR : RANDY AUERBACH
TAPE #: 1
PAGE #: 10
LOCATION : COPPELL, TX.
INSP TYPE: SAN. SEWER INSP.
TAPE TIME: 1:23:55
LINE #: "B"
M.H. STA#: 8+88
M.H. STA#: 5+33
PIPE SIZE: 8"
PIPE TYPE: PVC
DIRECTION: DOWNSTREAM
GRADE :
FOOTAGE: FAULT OR COMMENTS:
6.0 Ft START IN M.H. STA. 8+88
198.5 Ft SERVICE AT 3 O'CLOCK
3~5.8 Ft SERVICE AT 2 O'CLOCK
353.3 Ft STOP IN M.H. STA.
END OF SURVEY
UTILITY & ENVIRONMENTAL SERVICES
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 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 SHOWN IN THE TABLE, THE CONTRACTOR SHALL MAKE
CORRECTIONS TO REDUCE LEAKAGE TO ACCEPTABLE LIMITS.
LINE INFORMATION TEST RESULTS AIR TEST lVIANDREL
LINE STATION TO STATION PIPE SIZE L.F. TESTED TIME PASSED? PASSED?
A 0+00 1+44 8" 144 5:00 Y Y
A 1+44 3+75 8" 231 5:00 Y Y
A 3+75 5+84 8" 209 5:00 Y Y
A 5+84 7+51 8" 167 5:00 Y Y
A 7+51 8+52 8" 101 5:00 Y Y
A 8+52 11+04 8" 252 5:00 Y Y
A 11+04 12+09 8" 105 5:00 Y Y
B 0+00 1+41 8" 141 5:00 Y Y
B 1+41 2+75 8" 134 5:00 Y Y
B 2+75 3+48 8" 73 5:00 Y Y
B 3+48 5+33 8" 185 5:00 Y Y
B 5+33 8+88 8" 355 5:00 Y Y
B 8+88 12+49 8" 361 5:00 Y Y
C 0+00 1+95 8" 195 5:00 Y Y
C 1+95 4+92 8" 297 5:00 Y Y
D 0-v00 1+01 8" 101 5:00 Y Y
OWNER: Llano Construction DATE: 5-15-00
PROJECT: Gunner Subdivision Lot 2-Block A
LOCATION: Beltline & Fairway
TESTED BY: Martin Calvillo OF UTILITY & ENVIRONMENTAL SERVICES INC.
INSPECTORS FULL NAME: Lance
CITY OF: