cfs. It is understood that Loveland may divert water under its Xxxxxx contract inches which are subject to the 82CW202A Decree and the application in Case No. 00CW108 in accordance with the provisions of paragraph 6.C.(4) of the 82CW202A Decree, as modified by the 2000 Modification, except that Xxxxxxxx'x monthly diversions under its Xxxxxx contract inches shall be limited according to the volumetric diversion limits set forth in the table attached hereto as Exhibit 1.
cfs. Source Streamflow cfs and (gpm) Maximum allowable water drafting rate (gpm) Estimated time to draft 1000 gallons in minutes Estimated instantaneous streamflow reduction ≥ 2.0 (898) 225 4 25% 1.5 (674) 169 6 25% 1.0 (449) 112 9 25% No direct pumping from the stream is permitted at flows below 1.0 cfs. Drafting rates below 1.0 cfs shall conform to the amounts shown below, and shall be limited to gravity fed storage tanks. Source Streamflow cfs and (gpm) Maximum allowable water drafting rate (gpm) Estimated time to draft 1000 gallons in minutes Estimated instantaneous streamflow reduction 0.9 (000) 000 00 00% 0.8 (359) 90 11 25% 0.7(314) 79 13 25% 0.6 (269) 67 15 25% 0.5 (225) 56 18 25% 0.4 (180) 45 22 25% 0.3 (135) 34 30 25% 0.2 (90) 23 45 25% 0.1 (45) 11 89 (1 hr 29 min) 25% 0.09 (40) 10 99 (1 hr 33 min) 25% 0.08 (36) 9 111 (1 hr 51 min) 25% 0.07 (31) 8 127 (2 hr 7 min) 25% 0.06 (27) 7 148 (2 hr 28 min) 25% 0.05 (22.5) 6 178 (2 hr 58 min) 25% 0.04 (18) 4 223 (3 hr 53 min) 25% 0.03 (13.5) 3 297 (4 hr 57 min) 25% 0.02 (9) 2 445 (7 hr 25 min) 25% 0.0125 (5) 1 713 (11 hr 53 min) 25% <0.0125 (≈ 5) Water Drafting Prohibited
cfs. When flow is greater than 2.8 cfs and less than or equal to 7.2 cfs at the point of diversion on Yellowjacket Creek, up to 0.3 cfs may be diverted.
cfs. When flow is equal to or less than 0.5 cfs at the point of diversion on Yellowjacket Creek, no water may be diverted, except as provided in Term 13. Between June 1 and June 30
cfs. The Children and Family Services Division of the Social 17 Services Agency (SSA).
cfs. CFS shall furnish at its own expense the executive, supervisory, and clerical personnel necessary to perform its obligations under this Agreement. CFS shall also provide the items which it is obligated to provide under this Agreement, and shall pay all compensation, if any, of officers of the Trust and Trustees of the Trust who are affiliated persons of CFS or any affiliated corporation of CFS. Unless otherwise specifically provided in this Agreement, CFS shall not be obligated to pay the compensation of any employee of the Trust or other person retained by the Board or the Trust to perform services on behalf of the Trust.
cfs the Lender and the arbitrators shall use every reasonable effort to maintain in confidence the existence and outcome of any arbitration under this Agreement and all other facts relating to the arbitration.
cfs. If combined storage (including dead storage) in Ballpark Reservoir, Birthday Pond, Waterfall Pond, West Twin Lake, East Twin Lake, and House Pond on the Enrolled Property is less than 300 acre-feet at any time, a maximum diversion of 0.2 cfs may be diverted when flows are greater than 0.5 cfs at the point of diversion on Yellowjacket Creek to fill combined storage up to 300 acre-feet, provided that this diversion is conducted in accordance with the measures in Section 13.2 of this Agreement.
cfs. This reduction would be equivalent to meeting the MMSD Chapter 13 stormwater discharge requirements for this area for the 2-year event. Storage will also be provided for the 100-year event as noted in Table 1. This project would complete the work started with the design and construction of the Elm Grove Flood Management Project. This project was a major public works project with multiple large components including the creation of a large-scale retention pond in the Village Park, the installation of a large diversion storm sewer, the demolition of various buildings located within the floodway and the restoration of natural land within the floodway. Stormwater management for water quality and quantity will benefit from the increased natural floodplain wetland connections that will replace the existing culvert and channelized sections of Xxxxxxxxx Creek. The Village hopes that this investment in the restoration of natural resources, improved aesthetics, and community access will revive community and economic interest in the downtown business district similar to the community interest after completion of the first project in Village Park. Table 1 XXXXXXXXX CREEK CHANNEL RECONSTRUCTION PROJECT FLOODWATER STORAGE VOLUME (ALL VALUES IN ACRE-FEET) Project Features Existing Conditions Proposed Conditions, Bio-Engineered Channel Only Proposed Conditions, All Three Project Components 2-year Flood Event CP RR bridge to Wall 1.3 1.4 2.7 St bridge Wall St bridge to 0.5 downstream end of underground culvert Underground culvert in 0.4 1.2 1.5 parking lot, to Watertown Plank bridge Total 2.2 2.6 4.2 CP RR bridge to Wall 2.3 10-year Flood Event 2.4 4.7 St bridge Wall St bridge to 0.8 downstream end of underground culvert Underground culvert in 0.7 2.2 2.5 parking lot, to Watertown Plank Bridge Total 3.8 4.6 7.2 100-Year Flood Event CP RR bridge to Wall 6.6 3.8 10.4 St bridge Wall St bridge to 1.3 downstream end of underground culvert Underground culvert in 1.4 3.9 4.2 parking lot, to Watertown Plank Bridge Total 9.3 7.7 14.6
