Permit Application Procedures Sample Clauses
The Permit Application Procedures clause outlines the steps and requirements for obtaining necessary permits related to a project or activity. It typically details the documentation that must be submitted, the timeline for application and review, and the responsibilities of each party in the permitting process. By establishing a clear process, this clause helps ensure compliance with legal and regulatory requirements and prevents delays or disputes arising from incomplete or improper permit applications.
Permit Application Procedures. A. Licensee shall not install any Attachments on any Pole, or materially modify the Communications Facilities on any Pole, without first applying for and obtaining a Permit by complying with Utility’s Permit Application Process. Authorized Attachments installed prior to the Effective Date of this Agreement shall be grandfathered with respect to Permitting, but shall be subject to payment of the Annual Pole Attachment Fee. Pre-existing Attachments shall be included and identified in Licensee’s Attachment Inventory.
B. As part of the Permit Application Process, and at Licensee’s sole expense, a qualified and experienced professional engineer must conduct a Pre-Permit Survey in accordance with Utility’s requirements and certify that Licensee’s Communications Facilities can be installed on the identified Poles in compliance with the Applicable Standards. The professional engineer’s qualifications must include experience performing work on communications attachments to electric utility poles. Utility, in its discretion, may waive the Pre-Permit Survey for Service Drops.
C. As part of the Permit Application Process, and at Licensee’s sole expense, Licensee must submit detailed plans for each Attachment. Utility’s acceptance of the submitted design documents does not relieve Licensee and its engineer of full responsibility and liability for any errors and/or omissions in the engineering analysis.
D. Within ninety (90) days of the receipt of a complete Permit Application, including the certified Pre-Permit Survey, plans and other submittals required by Utility, Utility will complete review of the Permit Application and make a preliminary determination to grant or deny Licensee’s Permit Application subject to completion of any necessary Make-Ready Work. Utility will discuss any issues regarding the Permit Application with Licensee, including engineering or Make- Ready Work requirements.
E. Licensee may attach, replace, relocate or modify subscriber drop lines attached to any Pole, including lift/drop Poles, without prior notice to Utility and without first submitting a Permit Application to Utility or otherwise obtaining Utility's prior approval. If Licensee attaches a subscriber drop line to a Pole not previously authorized for Attachments by Licensee, then Licensee shall submit a Permit Application to Utility within thirty (30) days of its initial Attachment to such Pole.
F. Overlashing by Licensee or Licensee’s Affiliate is not considered a separate Attachment u...
Permit Application Procedures. Application for an ADF&G Fish Habitat Permit for a culvert structure will describe the proposed culvert installation, time periods requested for in-water activity, and for Tier 2 and Tier 3 designs (See Section 4) will include a fish passage analysis for the fish design discharge (Qfish) and an evaluation of low flow fish passage characteristics. A standard application form is not required for ADOT&PF installations. However, a written description from ADOT&PF is required and should contain the information identified in Exhibit C. The amount of information required is directly linked to the specific design tier used. Tier 1 designs require less site-specific information than Tier 2 or 3. There will be pre-application coordination between ADF&G and ADOT&PF staff prior to a formal application being submitted. It is easier and less costly for ADOT&PF to revise and modify plans while they are still in preliminary design. Optimally, all disagreements should be resolved before a permit application is submitted to ADF&G. The Tier 2 evaluation of culverts for fish passage is based on a microcomputer-supported analysis of the combined profile drag (velocity), virtual mass forces, and non- Archimedean buoyant (gradient) forces acting on a swimming fish in a culvert. The component forces are described in the “Fundamentals of Culvert Design for Passage of Weak Swimming Fish” (▇▇▇▇▇▇ et al., 1991). This design is not based on acceptable cross-section culvert velocities. Rather, the design method evaluates the component hydraulic forces within a culvert against a fish’s available power and energy capabilities. The analysis further differentiates between the red muscle (aerobic) propulsive mode typically used by fish within the culvert barrel and the white muscle (anaerobic) propulsive mode used under most flow regimes at the culvert inlet and outlet. Power and energy evaluations are particularly useful in steep culverts, perched culverts and culverts with significant inlet contraction where virtual mass and gradient forces become significant relative to profile drag (velocity). ADF&G, in cooperation with the University of Alaska Fairbanks, currently is funded by ADOT&PF to collect fish swimming performance data for juvenile chinook, coho, ▇▇▇▇▇ ▇▇▇▇▇▇, and cutthroat trout. This information will be used to modify the power and energy equations for non-grayling fish species and will be included in a combined FISHPASS.EXE / Fish Xing program currently under development by t...
Permit Application Procedures