Project Encroachments with Description Sample Clauses

Project Encroachments with Description. ID Latitude/Longitude Description POD-1/Pond-1 40.0525, -123.7610 Water diversion from an on-stream pond, for irrigation use only. Modify and maintain water diversion structure consistent with the Agreement. Seasonal Diversion Minimization. To minimize adverse impacts to native pond breeding amphibians (when present) the following diversion minimizations apply: from November 1 to March 31, the Permittee shall divert water at a rate no greater than the rate of water flowing into the pond (i.e., water diversion shall not decrease the pond depth). From April 1 to September 1, when native larval amphibians are present, the Permittee shall cease diverting water once the pond volume is one third of the maximum pond volume. To comply with this measure; the Permittee shall establish a fixed visual marker(s) (e.g., stage plate) in the pond as a reference for water level thresholds. POD-2 40.0518, -123.7595 Water diversion from an unnamed stream, tributary to Fish Creek, for domestic use only. Modify and maintain water diversion structure consistent with the Agreement. Permittee may only divert when surface water is present. Maximum Diversion Rate. The maximum instantaneous diversion rate from the water intake shall not exceed one (1) gallon per minute (gpm) at any time. Bypass Flow (POD-2). The Permittee shall pass 80% of the flow at all times to keep all aquatic species including fish and other aquatic life in good condition below the point of diversion. Seasonal Diversion Minimization – Domestic Use. No more than 100 gallons per day shall be diverted during the low flow season from April 1 to November 15 of each year. Water shall be diverted only if the Permittee can adhere to the maximum diversion rate and bypass flow conditions of this Agreement (above). SC-1 40.0530, -123.7628 An existing undersized 18” diameter CMP culvert shall be upgraded to a minimum 24” diameter culvert installed to grade, aligned with the natural channel, and long enough to extend beyond the the fill. Rock armor the inlet and outlet as necessary to minimize erosion. Work for this project shall be completed by the expiration of this Agreement. SC-2 40.0527, -123.7622 An existing 18” diameter culvert is failing, perched, and buried under road fill from scraping activities. This crossing shall be replaced with a minimum 18” diameter culvert set to grade, aligned with the natural stream channel, and long enough to extend beyond the fill. Rock armor the inlet and outlet as necessary to minimi...