Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - SWPPP
Permit Number - T10BU00315
Review Name: RESUBMITTAL - SWPPP
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/12/2010 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Denied | ENGINEER: DEA ACTIVITIES: T10BU00315, T10OT00396 PROJECT: Arizona State Veteran's Home SWPPP & Drainage review Re-submittal LOCATION: Ward 5, T14S R13E Section 25 REVIEWER: Elizabeth Leibold, PE SUMMARY: The revised Floodplain Use Permit and SWPPP Application plan submittal were received and reviewed by Planning & Development Services Department Engineering Division. Meeting was held 19FEB10 to go over 1st submittal plans prior to this resubmittal. Planning & Development Services Department Engineering does not recommend approval until the remaining utility comments are addressed. COMMENTS: 1) DS Sec.10-02.10.9.1.20: Address the following comments pertaining to the proposed RGRCP at southwest corner of project. a) The minimum allowable clearance between sanitary sewers and storm drains shall be twenty-four inches. Revise cross section detail on sheet CD01 to show clearance dimension for stormwater runoff pipe leaving southwest basin and entering existing stormwater system, showing no conflict with sanitary sewer line pipe, existing utility pipes, and conformance to utility requirements. El Paso Gas, SW Gas, Fiber Optic company, and/or other utilities will most probably need to review the section details of the proposed lines if not already done so. b) Provide a planview detail of the area at southwest corner of project more clearly identifying existing utilities in this area. c) UPC 2006 Section 103.2.3: Provide utility clearance letters for existing utility lines in vicinity of proposed pipe crossing at southwest portion of the project. 2) DS Sec.10-02.12.2.1.5: Address all remaining comments per redlines from meeting on 19FEB10 and include redlines in resubmittal package: a) Label all inverts for the stormdrain pipes between basins. b) Label general dimensions of all basins for inspection purposes. c) Label bleed pipe diameter and pipe type on plan; 18-in min diameter stormdrain RCP with control plate at basin outlet is required. d) Label square footage of disturbance area on cover sheet. e) Show any update to south entry area per discussions with TDOT. 3) Here are some contacts for the utilities: AT&T fiber optic: Walter Weistiuk (714) 963-7964 Franco Jauregui Forkert Engineering & Surveying, Inc. 22311 Brookhurst St Suite 203 Huntington Beach, CA 92646 El Paso Gas: John Bridges (520) 663-4260 Kelley Hall (520) 663-4223 kelley.hall@elpaso.com SW Gas: Kevin Ballent (520) 794-6171 kevin.ballent@swgas.com 4) On drainage exhibits label Q100 exiting and entering project area. The next submittal should address all the above items. Submit 2 copies of the revised plans with cross section details, 2 copies of the Drainage Report, utility clearance letters, other supporting documentation, and a response letter. If you have questions or would like to set up a meeting, call me at 837-4934. Elizabeth Leibold, PE Civil Engineer Engineering Division Planning & Development Services Department |
| 03/12/2010 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Denied | ENGINEER: DEA ACTIVITIES: T10BU00315, T10OT00396 PROJECT: Arizona State Veteran's Home SWPPP & Drainage review Re-submittal LOCATION: Ward 5, T14S R13E Section 25 REVIEWER: Elizabeth Leibold, PE SUMMARY: The revised Floodplain Use Permit and SWPPP Application plan submittal were received and reviewed by Planning & Development Services Department Engineering Division. Meeting was held 19FEB10 to go over 1st submittal plans prior to this resubmittal. Planning & Development Services Department Engineering does not recommend approval until the remaining utility comments are addressed. See comment 5 (added 15MAR10). COMMENTS: 1) DS Sec.10-02.10.9.1.20: Address the following comments pertaining to the proposed RGRCP at southwest corner of project. a) The minimum allowable clearance between sanitary sewers and storm drains shall be twenty-four inches. Revise cross section detail on sheet CD01 to show clearance dimension for stormwater runoff pipe leaving southwest basin and entering existing stormwater system, showing no conflict with sanitary sewer line pipe, existing utility pipes, and conformance to utility requirements. El Paso Gas, SW Gas, Fiber Optic company, and/or other utilities will most probably need to review the section details of the proposed lines if not already done so. b) Provide a planview detail of the area at southwest corner of project more clearly identifying existing utilities in this area. c) UPC 2006 Section 103.2.3: Provide utility clearance letters for existing utility lines in vicinity of proposed pipe crossing at southwest portion of the project. 2) DS Sec.10-02.12.2.1.5: Address all remaining comments per redlines from meeting on 19FEB10 and include redlines in resubmittal package: a) Label all inverts for the stormdrain pipes between basins. b) Label general dimensions of all basins for inspection purposes. c) Label bleed pipe diameter and pipe type on plan; 18-in min diameter stormdrain RCP with control plate at basin outlet is required. d) Label square footage of disturbance area on cover sheet. e) Show any update to south entry area per discussions with TDOT. 3) Here are some contacts for the utilities: AT&T fiber optic: Walter Weistiuk (714) 963-7964 Franco Jauregui Forkert Engineering & Surveying, Inc. 22311 Brookhurst St Suite 203 Huntington Beach, CA 92646 El Paso Gas: John Bridges (520) 663-4260 Kelley Hall (520) 663-4223 kelley.hall@elpaso.com SW Gas: Kevin Ballent (520) 794-6171 kevin.ballent@swgas.com 4) On drainage exhibits label Q100 exiting and entering project area. 5) Provide mountable curb detail for emergency access area on Ajo Wy, as agreed with City of Tucson DOT. The next submittal should address all the above items. Submit 2 copies of the revised plans with cross section details, 2 copies of the Drainage Report, utility clearance letters, other supporting documentation, and a response letter. If you have questions or would like to set up a meeting, call me at 837-4934. Elizabeth Leibold, PE Civil Engineer Engineering Division Planning & Development Services Department |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/24/2010 | SUE REEVES | OUT TO CUSTOMER | Completed |
| 03/24/2010 | SUE REEVES | REJECT SHELF | Completed |