Laguna. Water shall provide water service at the Customer’s premises in accordance with Laguna Water’s rules and regulations now and as may be revised thereafter. Customer’s Copy
Laguna. Water has the sole right to determine the size of service connections and their location with respect to the boundaries of the premises to be served. The Customer shall not install any service pipes from the water mains up to his connection. Location of the water meter shall be at Laguna Water’s sole discretion, preferably outside the property line accessible to Laguna Water, but where it is protected from any damage.
Laguna. Star Ltd. agrees to pay to the Administrative Agent, for the account of GIEK, out of the proceeds of the Disbursements of the Laguna Star Bank Tranche Loans during the Laguna Star MTI Tranche Availability Period, an amount equal to the GIEK Premium computed on the Laguna Star MTI Tranche Loans outstanding from time to time. Such GIEK Premium shall be due and payable in arrears on each Interest Payment Date.
Laguna. Methods and strategies for robust combinatorial optimization. In: X. Xxxxxx et al. (eds.), Operations research proceedings 1994, 103-114, 1995. [LMMO04] Xxxxxxx, X., Xxxxx, X., Xxxx X.X. and Xxxxxx, X.X. An Integrated Methodology for the Rapid Transit Network Design Problem”, Proceedings of the 4th Workshop on Algorithmic Methods and Models for Optimization of Railways, Bergen, Norway, September 16-17, 2004. [LMO02] Xxxxxxx, X., Xxxx, X.X. and Xxxxxx, X.X. Locating Stations on Rapid Transit Lines”. Computers & Operations Research (2002) 29, 741-759. [LMO05] Xxxxxxx, X., Xxxx, X.X. and Xxxxxx, X.X. Maximizing Trip Coverage in the Location of a Single Rapid Transit Alignment. Annals of Operations Research 136, 49-63, (2005).
Laguna agrees to accept the sum in Section 1 as full and complete payment of any and all obligations and amounts due to Laguna arising under the Loan, including interest, and in settlement of the Dispute. Additionally, Laguna has agreed to release any and all collateral Laguna holds as security for the repayment of the Loan, including releasing any and all interest Laguna holds in Anza or any of Anza's subsidiaries and the cancellation of any and all security instruments, including any UCC-1 Financing Statements Laguna may have filed to evidence its security interest in Anza or any of Anza's subsidiaries. Pursuant to this Agreement, Laguna agrees to return to Anza any and all Anza and Anza's subsidiary stock certificates that Laguna possesses and supply Anza with proof that any and all security instruments, including UCC-1 Financing Statements, that Laguna filed with any local or state agency, have been cancelled.
Laguna. Channel (LC) Ruled Out Sanitary Sewer Leaks into Storm Drain with High Levels Fecal Indicator Bacteria. Data Suggests Unknown Source has been Eliminated. East Beach at Sycamore Creek East Beach at Mission Creek (receives discharge from Mission Creek and Laguna Channel) Xxxxxx Burro Beach Xxxxxxxxxx Beach FIGURE 10. LOCATIONS WHERE SANITARY SEWER LEAKS INTO STORM DRAINS WERE DISCOVERED DURING THIS PROJECT. AREAS IN WHICH SEWAGE LEAKS WERE SUSPECTED AT THE PROJECT ONSET, BUT WERE RULED OUT, ARE ALSO SHOWN. NOPAL STREET STORM DRAIN The Nopal Street Storm Drain became a target site for dye studies after water testing for human waste markers came back positive on several occasions (UCSB Final Report, Chapter 7). Based on GIS analysis, the nearby area contained several storm drains and sanitary sewer pipes that are in close proximity to each other (light and dark gray lines in Figure 11). Dye was inserted into several sanitary sewer manholes on three dates, and a probe was placed in a storm drain manhole downstream. Spikes of fluorescence were seen in the storm drain, confirming exfiltration of sewage from the sanitary sewer pipe and infiltration of the dye into the storm drain. The dye took at least 48 hours to reach the probe (Figure 11, UCSB Final Report Chapter 9, Xxxxx et al. in Appendix E). Dye in Sanitary Sewer Probe in Storm Drain Storm drain televising was chosen as the next tool to find the input. Televising in most of the drain on Nopal Street showed a clean pipe, with a trickle of visually clean water in the bottom. At many of the storm drain pipe joints, putatively clean groundwater infiltrated to the drain (Figure 12). However, while watching the televising take place real-time on the on-site monitor, water was seen trickling from a side storm drain that connected to a nearby catch basin (Figure 13). Quick field reconnaissance showed that the catch basin itself was dry. Using a remotely controlled scissor xxxx on the tractor’s camera, the operator was able to raise the camera so that the monitor displayed video of the side drain itself.
