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Inspection History Details
Inspection Status: Continued
Inspection History: GRADING - FINAL
Permit Number - T11BU01121
Inspection Description - GRADING - FINAL
Inspection Status - Continued
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 12/24/2013 | GRADING - FINAL | Continued | NO CONTACT NO CHANGES | |
| 11/05/2013 | GRADING - FINAL | Continued | NO CHANGES, SEE PREVIOUS INSP NOTES | |
| 10/22/2013 | GRADING - FINAL | Continued | 1) PROVIDE A CERTIFICATION STATEMENT FROM THE ENG OF RECORD STATING THAT SITE/GRADING WAS COMPLETED PER THE APPROVED PLAN. 2) PROVIDE AN AS-BUILT DRAWING SHOWING ANY AND ALL CHANGES MADE TO THE SITE. 3) LESS THAN 24' PAAL IN TWO SPOTS 4) MAIN ROOF DRAINS DROP ONTO SIDEWALKS 5) CLEAN UP ALL CONSTRUCTION DEBRIS, TRASH AND MATERIAL TO INCLUDE WASTE CONCRETE AND STUCCO IN WASH AREA. 6) HYDROSEED DISTURDED SLOPES ALONG BACK OF BLDG. 7) REPAIR EROSION OF SLOPES 8) PROVIDE A POST CONSTRUCTION PERC TEST OF RET/DET BASIN. Due to the bleed pipe within the bottom of each basin and the amount of ponding water left in the basin the final grading inspection will not be approved until an addendum to the Geotechnical Evaluation is provided with the as-built certification letter showing that percolation rates for the retention basins for 5-year threshold meets the drain down time maximum per DS Sec.10-01.3.5.1. |
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| 09/25/2013 | GRADING - FINAL | Denied | 1) PROVIDE A CERTIFICATION STATEMENT FROM THE ENG OF RECORD STATING THAT SITE/GRADING WAS COMPLETED PER THE APPROVED PLAN. 2) PROVIDE AN AS-BUILT DRAWING SHOWING ANY AND ALL CHANGES MADE TO THE SITE. 3) LESS THAN 24' PAAL IN TWO SPOTS 4) MAIN ROOF DRAINS DROP ONTO SIDEWALKS 5) CLEAN UP ALL CONSTRUCTION DEBRIS, TRASH AND MATERIAL TO INCLUDE WASTE CONCRETE AND STUCCO IN WASH AREA. 6) HYDROSEED DISTURDED SLOPES ALONG BACK OF BLDG. 7) REPAIR EROSION OF SLOPES 8) PROVIDE A POST CONSTRUCTION PERC TEST OF RET/DET BASIN. |
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| 09/10/2013 | GRADING - FINAL | Partial Approval | 1) PROVIDE REVISED DRAWINGS SHOWING ALL CHANGES MADE TO THIS SITE ALONG WITH A STAMPED APPROVED CERTIFICATION LETTER FROM THE ENGINEER OF RECORD. 2) CLEAN ALL CONCRETE RESIDUE FROM THIS SITE AS NOTED DURING THE WALK THROUGH ON THIS DATE ALONG THE NORTH AND WEST SIDE OF THE BUILDINGS. | |
| 09/03/2013 | GRADING - FINAL | Denied | LOOKED OVER THE SITE, NO ONE HERE AT THIS TIME. SEE PREVIOUS COMMENTS PRIOR TO CALLING IN FOR A RE-INSPECTION OF THE SITE. PROVIDE THE ORIGINAL CERTIFICATION LETTER FOR THIS SITE, DATED AFTER ALL REVISIONS HAVE BEEN APPROVED PER THE ENGINEERING REVIWER ON THIS SITE. | |
| 08/30/2013 | GRADING - FINAL | Denied | 1) CORRECT ISSUE WITH <24' PAAL AT PINCH POINT IN PARKING LOT. PAAL IS AT 22'. 2) ( PER JASON GREEN) ; Due to the bleed pipe within the bottom of each basin and the amount of ponding water left in the basin the final grading inspection will not be approved until an addendum to the Geotechnical Evaluation is provided with the as-built certification letter showing that percolation rates for the retention basins for 5-year threshold meets the drain down time maximum per DS Sec.10-01.3.5.1. Geotechnical Report submitted for perc test. Rates are under the maximum. Eng Certification letter is still required for Final Inspection. 3) COMPLETE SITE GRADING AND LANDSCAPE PER THE APPROVED PLANS. 4) PROVIDE AS-BUILT |
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| 08/01/2013 | GRADING - FINAL | Continued | Geotechnical Report submitted for perc test. Rates are under the maximum. Eng Certification letter is still required for Final Inspection. |
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| 01/14/2013 | GRADING - FINAL | Continued | Due to the bleed pipe within the bottom of each basin and the amount of ponding water left in the basin the final grading inspection will not be approved until an addendum to the Geotechnical Evaluation is provided with the as-built certification letter showing that percolation rates for the retention basins for 5-year threshold meets the drain down time maximum per DS Sec.10-01.3.5.1. |