LIST OF APPENDICES APPENDIX -------- General Information Relating to the Partnerships........................ A Table 1 Jurisdiction of Organization, Initial Investment by Limited Partners and Number of Limited Partners Table 2 Aggregate Merger Value Table 3 Merger Value Attributable to Partnership Interests of Limited Partners Table 4 Ownership Percentage and Merger Value Attributable to Nonmanaging General Partners Other Than Pioneer USA Table 5 Ownership Percentage and Merger Value Attributable to Pioneer USA Held in Its Capacities as General Partner, Nonmanaging General Partner and Limited Partner Table 6 Voting Percentage in Partnerships Beneficially Owned by Pioneer USA in Its Capacity as a Limited Partner Table 7 Historical Partnership Distributions Table 8 Annual Repurchase Prices and Aggregate Annual Repurchase Payments Table 9 Participation in Costs and Revenues of the Partnerships Table 10 Average Oil, Natural Gas Liquids and Gas Sales Prices and Production Costs Table 11 Proved Reserves Attributable to Pioneer USA, Other Nonmanaging General Partners and Limited Partners Table 12 Oil, Natural Gas Liquids and Gas Production Table 13 Productive Well▇ ▇▇▇ Developed Acreage Table 14 Recent Trades of Partnership Interests Summary Reserve Report of Will▇▇▇▇▇▇ ▇▇▇roleum Consultants, Inc. for the B Partnerships.......................................................... Form of Fairness Opinion of Robe▇▇ ▇. ▇▇▇▇▇▇▇ & ▇o., Inc................
Data Retention 11.1 The Parties agree to erase Personal Data from any computers, storage devices and storage media that are to be retained as soon as practicable after it has ceased to be necessary for them to retain such Personal Data under applicable Data Protection Legislation and their privacy policy (save to the extent (and for the limited period) that such information needs to be retained by the a Party for statutory compliance purposes or as otherwise required by the contract), and taking all further actions as may be necessary to ensure its compliance with Data Protection Legislation and its privacy policy.
White Pages Listings 5.1 BellSouth shall provide <<customer_name>> and their customers access to white pages directory listings under the following terms:
ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off- site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12- inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1-2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after Waukesha County accepts verification of construction from the project engineer.