Stability Study Description Sample Clauses
Stability Study Description
Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).
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.
Feasibility Study Buyer is granted the right to conduct engineering and/or market and economic feasibility studies of the Property and a physical inspection of the Property, including studies or inspections to determine the existence of any environmental hazards or conditions (collectively, the “Feasibility Study”) during the period (the “Feasibility Period”) commencing on the Effective Date and ending at 5:00 p.m., Central Time, on the June 3, 2010. With Seller’s permission, after Seller has received advance notice sufficient to permit it to schedule in an orderly manner Buyer’s examination of the Property and to provide at least 24-hours’ advance written notice to any affected tenants, Buyer or its designated agents may enter upon the Property during normal business hours for purposes of analysis or other tests and inspections which may be deemed necessary by Buyer for the Feasibility Study. Buyer or its designated representative must be accompanied by a designated representative of Seller or have received Seller’s written permission prior to entering upon the Property in connection with Buyer’s Feasibility Study; provided, however, Buyer may not enter into any space leased by any tenant without being accompanied by a designated representative of Seller. Seller agrees to make its representative reasonably available during normal business hours. Buyer will not alter the physical condition of the Property or conduct invasive testing without notifying Seller of its requested tests, and obtaining the written consent of Seller to any physical alteration of the Property or invasive testing. Buyer will utilize commercially reasonable diligence to conduct or cause to be conducted all inspections and tests in a manner and at times which will not unreasonably interfere with any tenant’s use and occupancy of the Property. If Buyer determines, in its sole judgment, that the Property is not suitable for any reason for Buyer’s intended use or purpose, or is not in satisfactory condition, then Buyer may terminate this Contract by written notice to Seller prior to expiration of the Feasibility Period, in which case the ▇▇▇▇▇▇▇ Money (other than the Option Money) will be returned to Buyer, and neither party shall have any further right or obligation hereunder other than as set forth herein with respect to rights or obligations which survive termination. If this Contract is not terminated pursuant to this Section 5(a), then after expiration of the Feasibility Period, after Seller has received advance notice sufficient to permit it to schedule in an orderly manner Buyer’s examination of the Property and to provide at least 24-hours’ advance written notice to any affected tenants, Buyer or its designated agents may enter upon the Property during normal business hours. Buyer or its designated representative must be accompanied by a designated representative of Seller or have received Seller’s written permission prior to entering upon the Property; provided, however, Buyer may not enter into any space leased by any tenant without being accompanied by a designated representative of Seller. If this Contract is not timely terminated pursuant to this Section 5(a), Buyer’s right to terminate this Contract pursuant to this Section 5(a) and any and all objections with respect to the Feasibility Study will be deemed to have been waived by Buyer for all purposes.
Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout 9314A Single Lane / Level 1 NFSR 9314 0.00 END 0.20
Product Description The lead products covered by this Settlement Agreement are limited to following Amazon Identification Number (ASIN) B07CYPCHM3, with the description, "60-40 Tin Lead Rosin Core Solder Wire with 2% Flux for Electrical Soldering and DIY, 2 Sizes, Include 0.6mm & 0.8mm, 2pcs (0.6mm&0.8mm Solder Wire)," which was offered for sale by the Settling Entity on ▇▇▇▇▇▇.▇▇▇, hereinafter the “Product” or “Products.”