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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - CDRC - DEV PLAN
Permit Number - D06-0029
Review Name: RESUBMITTAL - CDRC - DEV PLAN
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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05/23/2007 | FERNE RODRIGUEZ | START | PLANS SUBMITTED | Completed | |
05/29/2007 | FRODRIG2 | PIMA COUNTY | WASTEWATER | Approv-Cond | May 29, 2007 TO: Elizabeth Ohep-Franco Tait & Associates, Inc. THRU: Patricia Gehlen, CDRC Manager City of Tucson, Development Services Department FROM: Chandubhai C. Patel, P.E. Pima County Development Services Department Development Review Division (Wastewater) SUBJECT: Fry’s Fueling Station #119 Development Plan – 3rd Submittal D06-0029 The proposed sewer collection lines to serve the above-referenced project have been reviewed on behalf of the Pima County Department of Environmental Quality (PDEQ) and the Pima County Wastewater Management Department (PCWMD). This review letter may contain comments pertaining to the concerns of either Department. The following comments are offered for your use. MH North of the connection point of the new HCS to this sewer. Show invert elevations. Subject to the above, the Pima County Department of Environmental Quality and Wastewater Management Department hereby approve the above referenced submittal of the . The required revision(s) may be shown on the Mylars. Please note the following: Approval of the above referenced submittal does not authorize the construction of public or private sewer collection lines, or water distribution lines. Prior to the construction of such features, a Construction Authorization (Approval To Construct) may need to be obtained from the Pima County Environmental Quality. Also, air quality activity permits must be secured by the developer or prime contractor from the Pima County Department of Environmental Quality before constructing, operating or engaging in an activity which may cause or contribute to air pollution. If you have any questions regarding the above mentioned comments, please contact me. Sincerely, Tom Porter Telephone: (520) 740-6579 Copy: Project File |
06/21/2007 | JASON GREEN | ENGINEERING | REVIEW | Denied | DATE: June 21, 2007 SUBJECT: Fry's Fuel Facility Development Plan submittal- 3rd Engineering Review TO: Patricia Gehlen, CDRC Manager LOCATION: 904 W Irvington Road, T14S R13E Section 35, Ward 1 REVIEWERS: Jason Green, CFM ACTIVITY: D06-0029 SUMMARY: Engineering Division of Development Services Department has received the revised proposed development plan, landscape plan, Drainage Report (O'Neill Engineering, Inv., 05APR07 to be included with the 14DEC06 report) and geotechnical addendum #1. Engineering Division has reviewed the submitted development plan and does not recommend approval of the development plan at this time. Revise the development plan and drainage report to address the following items: DRAINAGE REPORT: 1) DS Sec.10-01.4.3.1: Provide verification that the proposed retaining wall for Basin #1 does not occupy more than 35% of the basin side slope. If more than 35% of the side slope for the basin is constructed out of retaining walls the excess area must provide an alternate design that meets the basin configuration standards, such as a retaining wall system design that provides positive drainage away from the retaining system where an earthen slope is constructed on the inside of the basin wall to prevent ponding of water along the retaining wall. Verify that the basin still meets the retention threshold volume requirements. DEVELOPMENT PLAN: 2) DS Sec.2-03.2.4.H.3: Provide the locations, dimensions, details and manufactures specifications for the proposed "Oil and Gas Absorbent Pillows" within the detention/retention basin around the proposed catch basins for public sanitary sewer protection per the drainage report. The detention/retention basin and vehicular use area catch basins must provide appropriate containment and/or diversionary structures to prevent discharged petroleum products from reaching the public sanitary sewer system. This method of containing spills and providing routing maintenance will only be reviewed for approval once the manufacture specifications and recommendations are presented and approvable. 3) DS 11-01.4.1.C.4:Clarify on the development plan the location of the basin outlet pipe and the connection to the existing sewer manhole. The development plan now shows that the outlet pipe shown on the development plan looks as if it is connected to the public storm drain system. Show the manhole location with rim elevation and invert elevation with a detail for how the outlet pipe connects to the sewer system. 4) DS Sec.10-01.4.3.1: Provide verification that the proposed retaining wall for Basin #1 does not occupy more than 35% of the basin side slope. If more than 35% of the side slope for the basin is constructed out of retaining walls the excess area must provide an alternate design that meets the basin configuration standards, such as a retaining wall system design that provides positive drainage away from the retaining system where an earthen slope is constructed on the inside of the basin wall to prevent ponding of water along the retaining wall. Verify that the basin still meets the retention threshold volume requirements. 5) DS Sec.2-03.2.4.H.1: Revise the development plan and basin detail to meet the requirements within the proposed drainage report for Retention Basin # 1. Specifically the drainage report calls for a 0.3-foot difference between the basin bottom and the top of the proposed lift station and manhole. The proposed development plan must match all dimensions within the proposed drainage report. 6) Provide a General Note on the development plan stating; "a) The property owner is responsible to make sure that there will be appropriate containment and/or diversionary structures onsite to prevent discharged petroleum products from reaching the public storm drain system. b) It is the responsibility of the property owners to notify PCADEQ, AZADEQ and the City of Tucson Development Services Department in the event of a spill. c) Used absorbent materials containing oil must be picked up by a qualified disposal contractor." 7) DS 10-02.14.3.2: Revise General Note #4 to specify the types of drainage structures that are to be included in the maintenance responsibility and the certified inspection reports. Specifically the use of the "Oil and Gas Absorbent Pillows" as called out in the drainage report. 8) Approval from Pima County Waste Water for discharge into the public sanitary sewer system and from TDOT Permits and Codes for all improvements within the public right-of-way will be required. A right-of-way use permit application will be required prior to construction. Contact Steve Tineo at 741-3115 for all right-of-way requirements and permit applications. GRADING PLAN: 9) For future grading plan submittal provide copies of the approved ADEQ permits and approved inspection report that have been obtained from state and federal agencies for the decommissioning of the existing dry wells. The approved permit and inspection report is required prior to grading plan approval. 10) DS Sec.11-01.2.1: A grading permit application is required for this project prior to building plan approval. A grading permit may not be issued prior to development plan approval. Subsequent comments may be necessary, depending upon the nature and extent of revisions that occur to the plans. 11) Please ensure the grading plan is consistent with the development plan and drainage report. Grading standards may be accessed at: http://www.ci.tucson.az.us/dsd/DevStandsTOC.pdf 12) Provide a General Note to reference conformance with City of Tucson Development Standard 11-01.0 (excavation and grading requirements) on the grading plan. 13) Arizona Pollutant Discharge Elimination System (AZPDES) requirements are applicable to this project. Stormwater Pollution Prevention Plans (SWPPP) and text addressing stormwater controls for all areas affected by construction activities related to this development will be required with a grading plan submittal. For further information, visit www.adeq.state.az.us/environ/water/permits/stormwater.html. 14) The grading permit application submittal will be reviewed once the Development Plan is approved. Provide a SWPPP and the last approved development plan with the grading plan for future review. GENERAL COMMENTS: Provide a revised development plan and a revised drainage report that address the comments provided above. Include a comprehensive response letter addressing in detail responses to all of the above comments. Further comments may be generated upon resubmittal of the development plan and drainage report. If you have any questions call me at (520) 837-4929. Jason Green, CFM Senior Engineer Associate Engineering Division Development Services |
06/25/2007 | PATRICIA GEHLEN | ZONING-DECISION LETTER | REVIEW | Denied | COMMUNITY DESIGN REVIEW COMMITTEE DEVELOPMENT SERVICES June 25, 2007 Elizabeth Ohep Tait & Associates, Inc. 2266 South Dobson Road, Suite 208 Tucson, Arizona 85702 Subject: D06-0029 Fry's Fuel Center #119 Development Plan Dear Elizabeth: Your submittal of December 19, 2006 for the above project has been reviewed by the Community Design Review Committee and the comments reflect the outstanding requirements which need to be addressed before approval is granted. Please review the comments carefully. Once you have addressed all of the comments, please submit the following revised documents and a DETAILED cover letter explaining how each outstanding requirement has been addressed: ALL BLACKLINES MUST BE FOLDED 3 Copies Revised Development Plan (Wastewater, Engineering, DSD) 2 Copies Revised Landscape Plan (Engineering, DSD) 2 Copies Revised Drainage Report (Engineering, DSD) PRIOR TO RESUBMITTAL OF THESE PLANS, A WRITTEN REQUEST FOR A REVIEW EXTENSION MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF TUCSON CDRC OFFICE. Should you have any questions, please call me at 791-5608 extension 1179. Sincerely, Patricia Gehlen CDRC Manager All comments for this case are available on our website at http://www.ci.tucson.az.us/dsd/ Via fax: (480) 775-5139 dp-resubmittal |