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Inspection History Details

Permit: T08BU00996

Parcel: 133033000


Addresses:

9855 E SPEEDWAY BL


Inspection Status: Approved

Inspection History: STORMWATER FOLLOW-UP INSP

Permit Number - T08BU00996

Inspection Description - STORMWATER FOLLOW-UP INSP

Inspection Status - Approved

Date Description Inspector Results Comments
07/09/2010 STORMWATER FOLLOW-UP INSP Approved
06/14/2010 STORMWATER FOLLOW-UP INSP Continued PRIOR TO FINAL GRADING APPROVAL, COMPLETE THE FOLLOWING:

1) PROVIDE AN AS-BUILT PLAN SHOWING ALL CHANGES MADE THAT ARE DIFFERENT FROM THE APPROVED GRADING PLAN (EAST RETAINING WALL DETAIL, NOTE #37 IN AREAS THAT DO NO APPLY, ATTACH DRAWING FOR NEW STORM DRAIN CONFIGURATION, ROW ACCESS CHANGE, SCUPPERS FOR ROOF DRAINS ADDED, CHANGE TO SIDEWALKS AND ACCESS AROUND BLDGS......).
2) PROVIDE A CERTIFICATION STATEMENT FROM YOUR ENGINEER OF RECORD STATING THAT THE STORM DRAINAGE SYSTEM WAS CONSTRUCTED PER THE APPROVED GRADING PLAN.
3) COMPLETE ALL CONSTRUCTION.

NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME
04/14/2010 STORMWATER FOLLOW-UP INSP Continued TALKED W/ SUPINTENDENT,
ADDRESSED SIDEWALK SLOPE ISSUES,
ADRESSED REQUIREMENTS NEEDED FOR A TEMP C OF O
SIDEWALK SCUPPERS HAVE BEEN ADDED
BIKE PARKING INSTALLED FOR 3 BLDGS
PROVIDE A REVISED GRADING PLAN SHOWING CHANGES MADE TO THE EAST REATAINING WALL, ROW ACCESS, AND DETAIL ON CULVERT INVERT.

NO STORM WATER CONCERNS AT THIS TIME
04/08/2010 STORMWATER FOLLOW-UP INSP Correction Required 1) CHANGES TO ROW AND ROW ACCESS, PROVIDE APPROVAL FROM ROW INSPECTOR AND SHOW CHANGES ON APPROVED PLANS.
2) PROVIDE SCUPPERS FOR ALL ROOF DRAINS THAT CEROSS SIDEWALKS.
3) THE CROSS SLOPE ON ALL SIDEWALKS CAN NOT EXCEED 2%.
4) THE RUN SLOPE ON ADAAG/ANSI APPROVED SIDE WALKS CAN NOT EXCEED 5%. ANY SLOPES GREATER THAN 5% AND LESS THAN 8.3% ARE CONSIDERED A RAMP AND MUST MEET ALL REQUIREMENTS FOR A RAMP.
5) ALL ADAAG/ANSI APPROVED ACCESS RAMPS WITH A RISE GREATER THAN 6" MUST HAVE RAILING INSTALLED ON BOTH SIDES OF THE RAMP. ANY ADAAG/ANSI APPROVED RAMP RUN THAT RISES MORE THAN 30", REQUIRES A LANDING.
6) PROVIDE AN APPROVED PLAN THAT SHOWS CHANGES/OMMISSION OF THE 60" MIN SCREEN/RETENTION WALL ALONG THE EAST PERIMETER.
7) PROVIDE CLARRIFICATION FROM YOUR ENGINEER OF RECORD ON THE NEED FOR A HEAD WALL AT THE INVERSE OF THE 24" CULVERT PIPE AT THE FAR SW CORNER OF THE SITE.
8) PROVIDE A COPY OF A REVISED GRADING PLAN SHOWING CHANGES MADE TO THE STORM WATER CONVEYANCE SYSTEM INSTALLED ALONG THE WEST SIDE OF THE SITE.

RE-INSTALL TEMPORARY STORM WATER CONTROLS ALONG THE EAST PERIMETER OF THE SITE.
01/28/2010 STORMWATER FOLLOW-UP INSP Continued STILL AWAITING SITE WORK, PAVING, CURBING, AND SIDEWALK. NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME
12/16/2009 STORMWATER FOLLOW-UP INSP Continued STORM WATER CONTROLS HAVE BEEN RE-ESTABLISHED ALONG THE EAST SIDE OF THE SITE.
NO OTHER STORM WATER CONCERNS AT THIS TIME
12/10/2009 STORMWATER FOLLOW-UP INSP Continued 1) MET W/ CONTRACTOR TO DISCUSS CONCERNS ALONG NORTH EDGE OF SITE. CONTRACTOR AGREED TO RE-GRADE EXISTING EASEMENT TO TIE INTO TO THE CURRENT ELEVATION AT EACH CORNER (2575) AND RAISE CONSTRUCTED WALL OPENINGS TO ALLOW STORM WATER TO SHEET FLOW ACCROSS EASEMENT FROM SOUTH TO NORTH AND ULTIMATELY BREAK TO THE WEST AND EAST OF ADJACENT PROPERTY.
2) CONTRACTOR ALSO AGREED TO IMPROVE THE ROAD TO THE EAST OF THE SITE AND BRING FINISH GRADE TO WHAT IS SHOWN ON THE APPROVED PLAN.
3) STILL AWAITING COMPACTION TESTING RESULTS FOR STORM DRAINAGE PIPING TRENCHES ALONG THE WEST SIDE OF THE SITE.
4) AWAITING REVISED PLAN SHOWING CHANGES MADE TO STORM DRAIN PIPING ALONG WEST SIDE.
5) CONTRACTOR MUST ALSO RE-ESTABLISH TEMP SEDIMENT CONTROLS TO MATCH THE APPROVED SWPPP.
11/19/2009 STORMWATER FOLLOW-UP INSP Correction Required SEDIMENT CONTROLS ALONG EAST PERIMETER NEED RE-ESTABLISHED
11/03/2009 STORMWATER FOLLOW-UP INSP Continued NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME
10/07/2009 STORMWATER FOLLOW-UP INSP Continued 1) NO SIGNIFICANT STORM WATER CONCERNS AT THIS TIME.
2) PROVIDE AN APPROVED PLAN SHOWING CHANGES MADE TO THE ORIGINAL - CHANGE FROM 2-60" X 46" SRP TO 3 PIPES OF ? DIAMETER (203 LF).
3) PROVIDE SOILS TESTING VERIFICATION FOR COMPACTION REQUIREMENTS, BEDDING, SHADING, AND COVER.
4) PRIO TO ENG FINAL APPROVAL, PROVIDE A DRAINAGE CERT FROM THE ENG OF RECORD.
5) WILL RE-INSPECT CATCH ABSIN INSTALLATION AND TRANSITION POINTS OF PIPE 24" TO 30" TO 3 PIPES OF ?" TO 24 " W/ A 15" ORFICE PLATE.
08/04/2009 STORMWATER FOLLOW-UP INSP Correction Required 1) SEDIMENT CONTROLS (STRAW WADDLE) ALONG THE EAST AND NORTH PERIMETERS NEED TO BE MAINTAINED, RE-ESTABLISHED, AND/OR REPLACED PER YOUR SWPPP AND THE STATE AZPDES PERMIT.
2) CONTINUE TO SWEEP UP TRACKING OFF OF PUBLIC ROADWAY.
3) CLEAN OUT CONCRETE WASH OUT WHEN NECESSARY.
4) ENSURE DOCUMENTATION OF SWPPP INSPECTIONS AND MANTENANCE.
06/18/2009 STORMWATER FOLLOW-UP INSP Continued ITEMS LISTED ON PREVIOUS INSPECTION HAVE BEEN ADDRESSED.
1) ENSURE CONSTRUCTION ENTRANCE IS RE-ESTABLISHED AS SOON AS UTILITY WORK ON SOUTH SIDE IS COMPLETED.
2) MAINTAIN STORM WATER CONTROLS THROUGHOUT THE DURATION OF THE PROJECT.
06/03/2009 STORMWATER FOLLOW-UP INSP Correction Required 1) RE-ESTABLISH "V" DITHCH AND SEDIMENT CONTROLS ALONG THE EAST PERIMETER.
2) RE-INSTALL SEDIMENT CONTROLS ALONG EAST AND NE CORNER OF SITE ( THE PRIMARY POINT OF DISCHARGE) TO ALLOW WATER TO FLOW THROUGH AND SILT TO SETTLE OUT.
3) INSTALL TEMP SEDIMENT CONTROLS ALONG THE DOWN SLOPE OF SEWER LINE CONSTRUCTION TRENCH UNTIL RECOMPACTION AND STABILIZATION CAN BE COMPLETED.
4) INSTALL A CONCRETE/MATERIALS WASH OUT ON SITE WHEN APPLICABLE.
5) CONT TO PERFORM AND DOCUMENT SW SELF INSPECTIONS PER PLAN.
6) CONT TO SWEEP UP TRACKING FROM SITE TRAFFIC.

CORRECT BY 2 WEEKS, NON -COMPLIANCE WILL RESULT IN A NOTICE OF VIOLATION.