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Inspection History Details
Inspection Status: Approved
Inspection History: SITE - SEWER
Permit Number - T06PL01984
Inspection Description - SITE - SEWER
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 05/04/2007 | SITE - SEWER | Approved | IVRS - Inspection :* | |
| 01/29/2007 | SITE - SEWER | Partial Approval | IVRS - Inspection :* GREGOR ENGINEERING WILL TEST PRIVATE MANHOLE AND SUBMIT ALL TESTING RESULTS TO PCDEQ FOR REVIEW DO NOT CONNECT INDIVIDUAL HCS CONNECTIONS UNTIL AFTER PCDEQ GIVES PERMISSION TO DISCHARGE AND C.O.T HAS FINALED THE PRIVATE SEWER. |
|
| 01/24/2007 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 1. REP FOR PCWV GREGOR ENGINEERING OLLANIK CONST. 2. REVIEWED PCDEQ REQUIREMENT FOR VACUUM TESTING MANHOLES. |
|
| 01/23/2007 | SITE - SEWER | Not ready for Inspection | IVRS - Inspection :* | |
| 01/22/2007 | SITE - SEWER | Cancelled | CANCELLED PER WARREN OF OLANIK CONST. #260-0047 | |
| 12/28/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* LOW PRESSURE AIR TEST FROM PUBLIC MH#1 TO PRIVATE MH#2 AND FROM PRIVATE MH#2 TO PRIVATE MH#3 |
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| 12/13/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* REVIEWED INSTALLATION STANDARD FOR SEWER/SITE WATER |
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| 12/11/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 1. ALL OF THE HCS LATERALS ARE NOW INSTALLED REDLINE INVERTS TO FOLLOW 2. OK TO COVER - SUBJECT TO TESTS AND VERIFICATION OF GRADE. |
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| 12/10/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 1. MH #3 BASE POURED 2. 4" ABS LATERALS BEING INSTALLED DON'T FORGET TO REDLINE INVERTS |
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| 12/07/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 6" DIP MAIN STILL BEING INSTALLED 4" ABS LATERALS -- REDLINE INVERTS |
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| 12/06/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 6" DIP SEWER WITH WYE BRANCH HCS CONNECTIONS DIP X 51 CONNECTION MADE AT WYE TRACER CONNECTED TO DIP |
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| 11/23/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 1) REVIEWED INSTALLATION DESIGN AND APPROVED 1P WYE WITH 45 DEGREEE AND TRANSITION TO ABS PER ENGINEERS APPROVAL |
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| 11/17/2006 | SITE - SEWER | Not ready for Inspection | PCWWM JAIME RIVERA - ENGINEER ILENE DECKARD CEA ROY MONTAYA 1. DURING THE PRE-CON MEETING IT WAS AGREED THAT A D.I.P TEE WITH A 95 DEG. ELL AT A 45 DEG. ANGLE WOULD CLOSELY APPROXIMATE DETAIL 401 (IN LIEU OF A DRAINAGE TYPE FITTING) TAPPING OF A 4" HCS ON 6" WAS NOT DISCUSSED. THERE IS NO PROBLEM WITH USING A TAPPING SADDLE THE PROBLEM IS TAPPING 4" ON 6" PIPE. 2. THIS IS A PRIVATE SEWER WHICH REQUIRES DRAINAGE FITTINGS D.I.P DOES NOT MAKE DRAINAGE FITTINGS. I AGREED TO THE USE OF DIP TEE AS A REASONABLE ALTERNATIVE (NOT TAPPING). |
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| 11/13/2006 | SITE - SEWER | Not ready for Inspection | IVRS - Inspection :* YOU MAY NOT TAPE 4" ON 6" |
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| 11/09/2006 | SITE - SEWER | Not ready for Inspection | IVRS - Inspection :* CONTRACTOR CANCELLED |
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| 11/08/2006 | SITE - SEWER | Partial Approval | IVRS - Inspection :* 1. DIP X PVC CONNECTION MADE OK DIP BEING INSTALLED OK RECALL AS PROGRESS CONTINUES. |