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Inspection History Details
Inspection Status: Approved
Inspection History: STORMWATER FOLLOW-UP INSP
Permit Number - T11BU00620
Inspection Description - STORMWATER FOLLOW-UP INSP
Inspection Status - Approved
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 02/26/2013 | STORMWATER FOLLOW-UP INSP | Approved | ||
| 05/14/2012 | STORMWATER FOLLOW-UP INSP | Continued | NO CHANGES, NO STORM WATER CONCERNS AT THIS TIME | |
| 05/07/2012 | STORMWATER FOLLOW-UP INSP | Continued | NO CONCERNS AT THIS TIME. | |
| 05/04/2012 | STORMWATER FOLLOW-UP INSP | Continued | NO SIGNIFICANT CHANGES AND/OR CONCERNS WITH STORM WATER AT THIS TIME | |
| 05/01/2012 | STORMWATER FOLLOW-UP INSP | Continued | 1) TOOK PICTURES OF RE-BAR LAY OUT FOR CATCH BASIN INSTALLATION ALONG RING ROAD AT CHANNEL CROSSING , NW SIDE OF SITE. OK FOR CONCRETE (FLOOR). 2) NO STORMWATER CONCERNS AT THIS TIME. |
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| 03/29/2012 | STORMWATER FOLLOW-UP INSP | Continued | INSPECTED THE HEADWALL FORMS LOCATED AT THE STORM WATER CHANNEL ROAD CROSSING. FORMS OK ALONG NORTH SIDE OF CROSSING. AWAITING CONCRETE, TOOK PICS. NO STORM WATER CONCERNS |
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| 03/27/2012 | STORMWATER FOLLOW-UP INSP | Continued | NO STORM WATER CONCERNS AT THIS TIME | |
| 03/19/2012 | STORMWATER FOLLOW-UP INSP | Continued | VISITED SITE, CONTRACTOR STILL WORKING ON CHANNEL CROSSING AT RING ROAD, HEADWALL AND ROCK RIP RAP NOT IN PLACE. CONTRACTOR STILL WORKING ON CATCH BASIN AND STORM DRAIN TIE-IN ALONG NE CORNER OF SITE. NO STORM WATER CONCERNS AT THIS TIME. |
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| 03/15/2012 | STORMWATER FOLLOW-UP INSP | Continued | T09BU01354 1) WALKED PARKING AREA AND PEDESTRIAN ACCESS, OUTSIDE NEW PARKING GARAGE - PROPOSED OCCUPANCY IS FOR APRIL 24. 2) MOST LANDSCAPING AND STORM DRAINAGE WILL BE COMPLETED NEAR THE PARKING AREA. 3) TEMP VEHICLE AND ACCESS WILL BE IN PLACE W/ SIGNAGE. 4) ENSURE FENCING AND/OR BARRIERS ARE INSTALLED TO SEPARATE THE PUBLIC FROM CONSTRUCTION. 5) AWAITING FORMS AND CONCRETE FOR HEADWALLS AT ROAD CROSSING ALONG WEST CHANNEL. PERMIT# T11BU00620 6) CONTRACTOR POURED THE 1x2 PIPE TRANSITION CATCH BASIN ALONG THE NE CORNER OF THE SITE. 7) THE TWO CATCH BASINS ALONG THE SOUTH SIDE OF THE RING ROAD, HAVE BEEN FORMED. ONE BASIN TIES INTO EXISTING RCP. THE OTHER BASIN DROPS INTO AN HDPE STORM PIPE WICH TIES INTO THE EXISTING RCP TRUNK LINE. 8) THE APPROVED PLAN CHANGE TO THE SLOTTED DRAIN ALONG THE FLOW LINE OF THE RING ROAD, HAS NOT BEEN CONSTRUCTED. THE CHANGE WILL INCLUDE A VALLEY GUTTER AND SMALL CATCH BASIN. 9) NO STORM WATER CONCERNS AT THIS TIME. |
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| 02/06/2012 | STORMWATER FOLLOW-UP INSP | Continued | INSPECTED MANHOLE THAT WAS POURED FOR THE STORM DRAIN LINE TRANSITION AT THE WEST SIDE OF THE NEW PARKING GARAGE. THE CONTRACTOR TOOK PICS IN ORDER TO DOCUMENT THE MANHOLE CONSTRUCTION. NO STORM WATER CONCERNS AT THIS TIME |
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| 01/10/2012 | STORMWATER FOLLOW-UP INSP | Continued | 1) INSPECTED INSTALL OF STORM DRAIN PIPING ALONG RING ROAD/CORRIGATED PLASTIC PIPE. TRENCH WAS COMPACTED, PIPE WAS BEDDED AND GRADED TO DRAIN PER APPROVED PLAN. AMOUNT OF PIPE INSTALLED WAS CHANGED/SEE REVISED PLAN. 2) INSPECTED PREPARATION OF CATCH BASIN INSTALL AT EAST END OF RING ROAD AT CROSSING. CHANGED FROM 1 SRP STORM DRAIN TO TWO SMALLER PIPES. 3) NO STORM WATER CONCERNS AT THIS TIME. 4) NEED CITY APPROVAL FOR BOTH CHANGES |
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| 11/28/2011 | STORMWATER FOLLOW-UP INSP | Continued | 1) INSPECTED CULVERT CROSSING AT CHILLER PLANT ALONG NORTH SIDE OF HOSPITAL. PIPE HAS BEEN INSTALLED PER PLAN. 2) INSPECTED NEW PARKING AREA ALONG NORTH SIDE OF HOSPITAL. PARKING AREA CONSTRUCTED PER APPROVED PLANS. 3) CONTRACTOR PREPING AREA ALONG NE CORNER OF SITE FOR DRAINAGE IMPROVEMENTS AND ROAD EXPANSION. 4) NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME. |
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| 11/02/2011 | STORMWATER FOLLOW-UP INSP | Continued | SITE FOLLOW UP. NO STORM WATER CONCERNS AT THIS TIME. | |
| 11/01/2011 | STORMWATER FOLLOW-UP INSP | Continued | 1) FLOOR OF CATCH BASINS POURED - 8" BASIN WALLS BEING CONSTRUCTED FOR WEST MOST BASIN. 2) AWAITING MATERIALS FOR INSTALLATION OF BUBBLER BOX. 3) MANHOLE TOP INSTALLED AT GRADE. 4) BUILDING PAD AT FINISH GRADE ELEV. 5) NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME |
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| 10/28/2011 | STORMWATER FOLLOW-UP INSP | Continued | STORM DRAIN LINE HAS BEEN COVERED AWAITING BUBBLER BOX. MANHOLE AND CATCH BASINS NEED FINISHING. NEED TO SWEEP UP TRACKING OFF OF PUBLIC ROADWAYS |
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| 10/27/2011 | STORMWATER FOLLOW-UP INSP | Continued | 1) CONTRACTOR IN PROCESS OF INSTALLING 20 LF OF 10" SDR 35 AND 62 LF OF 6" SDR 35 ALONG THE SOUTH SIDE OF THE SITE. 2) MANHOLE HAS BEEN POURED FOR PIPE TRANSITION. 3) ONE CATCH BASIN HAS BEEN FORMED W/ #4 REBAR CAGE. CATCH BASIN WILL BE A TRANSITION FROM 10" TO 6" SDR 35 AND OUTLET OF EXISTING CORREGATED STEEL PIPE. 4) HOLE HAS BEEN PREPED FOR THE 18" ABS BUBBLER BOX TO BE INSTALLED AS A BRANCH OFF THE 6" SDR 35 LINE. ENSURE THE GRAVEL PACK IS INSTALLED IN THE BOTTOM OF THE BOX PER THE APPROVED PLANS. 5) TWO MORE CATCH BASINS TO BE INSTALLED ALONG THIS SECTION OF PIPE TO INCLUDE A 15" STUB OUT CONNECTED TO THE ROOF DRAIN OF THE NEW BLDG. 6) TRENCH HAS BEEN COMPACTED AND BEDDED FOR PIPE., 7) OK TO COVER. 8) SIGNIFICANT AMOUNTS OF TRACKING HAVE BEEN OBSERVER AT GLENN AND AT CRAYCROFT FROM CONSTRUCTION EQUIPMENT TRAFFIC. ENSURE ALL PUBLIC ROADWAYS ARE SWEPT MORE OFTEN TO REDUCE THE AMOUNT OF TRACKING. |
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| 10/26/2011 | STORMWATER FOLLOW-UP INSP | Continued | CHECKED PROGRESS ON INSTALL OF STORM DRAIN LINE FOR ROOF DRAINS OF NEW BLDG. CONTRACTOR IS CONSTRUCTING MANHOLE FOR MAINT ACCESS AT PIPE TRANSITION. SCHD 40 PVC USED UNDER BLDG FOUNDATION AND SDR 35 FOR THE REMAINING PIPE. DUE TO THE FACT THAT THE PIPE RUN BETWEEN MANHOLE AND CATCH BASIN IS SO SHORT (60') NO LOCATOR TAPE IS NEEDED. FORMED MANHOLE #6 RE-BAR/90 DEG TRANSITION, PIPES CUT AT STRAIGHT EDGE. SWEEP UP TRACKING OFF ROADWAYS, NO OTHER SIGNIFICANT STORM WATER CONCERNS AT THIS TIME |
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| 10/25/2011 | STORMWATER FOLLOW-UP INSP | Continued | CONTRACTOR INSTALLING STORM DRAIN PIPING CONNECTED TO ROOF DRAINS. SCHEDULE 40 PVC BEING USED UNDER THE BLDG AND PIPE WAS PRESSURE TESTED. PIPING BEIN INSTALLED UNDER AND ALONG BLDG EXTENTION. WILL CHECK TO SEE IF TRACER WIRE IS REQUIRED. NO STORM WATER CONCERNS AT THIS TIME |
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| 10/14/2011 | STORMWATER FOLLOW-UP INSP | Continued | SITE FOLLOW-UP TO LOOK AT EXISTING STORM DRAIN TO NEW STORM DRAIN TIE-IN. NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME |
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| 10/12/2011 | STORMWATER FOLLOW-UP INSP | Continued | CONSTRUCTION WILL TAKE PLACE AT MULTIPLE SITES. TREVEN W/BORDERLAND STATED THAT TEMP SEDIMENT CONTROLS WILL BE INSTALLED AT EACH SITE AS CONSTRUCTION TAKES PLACE. THE OVERALL PROJECT WILL BE SEPARATED INTO SEVEN PHASES. SITE A = ADDITION TO EXISTING BLDG (BORDERLAND) 1) PERIMETER SEDIMENT CONTROLS HAVE BEEN INSTALLED ALONG THE EAST AND NORTH SIDES. 2) RE-ESTABLISH ROCK ENTRANCE/EXIT 3) SWEEP TRACKING 4) DOCUMENT STORM WATER SELF INSPECTIONS. SITE B = NEW MULTI STORY PARKING GARAGE. (J AND D CONS) 1) PERIMETER SEDIMENT CONTROLS HAVE BEEN INSTALLED ALONG WEST AND SOUTH SIDES. 2) ROCK ENTRANCE/EXIT IN PLACE 3) SWEEP TRACKING 4) ENSURE STORM WATER SELF INSPECTIONS ARE COMPLETED AND DOCUMENTED |