DESCRIPTION OF PROJECT For the Company to be eligible to earn the Maximum Credit Amount, the Company will satisfy its obligations as reflected in the following representations, which the IEDC has relied upon:
A. The Company will complete the Project at the Project Location.
B. The Company represents that the number of permanent, Full-Time Employees (as defined in Indiana Code § 6–3.1–13–4) from whom Indiana state income tax withholdings are retained by the State of Indiana, employed as of the Commencement Date at the Project Location, is the Base Employment Number.
C. The Project will result in the creation of New Employees (as defined in Indiana Code § 6- 3.1-13-6) at the Project Location of at least the Additional Jobs Commitment.
D. The average of the hourly wages, before benefits, paid to New Employees at the Project Location, will at least equal the Average Wage Commitment.
E. At the discretion of the IEDC, New Employees that are paid an average wage of less than the Minimum Wage Commitment may be excluded for the purpose of calculating the credit amount.
F. The Project is anticipated to involve at least the Capital Investment Amount.
Description of Projects Services
a. Project/Services to be performed by A-E shall consist of the work as specified herein and as required in Attachment A. If in the event Attachment A shall be in conflict with any provision of this Contract, the wording as set forth in Attachment A shall prevail.
b. A-E shall be responsible for submitting all Projects/Services to County in a form which has been thoroughly reviewed and checked for completeness, accuracy and consistency by the registered professional named in Section 1.1.2 herein; and, any Projects/Services not meeting this requirement will be returned to A-E prior to review by County.
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).
Description of Work that has been omitted or
Description of the Project THIS SHOULD BE NO MORE THAN A TWO PARAGRAPH DESCRIPTION THAT PROVIDES A BACKGROUND OF THE PROBLEM, AS WELL AS HOW THE CONTRACTOR INTENDS TO SOLVE THE PROBLEM. KEEP IN MIND THAT THE CONTRACT SHOULD “STAND ON ITS OWN,” I.E. ANYONE SHOULD BE ABLE TO PICK IT UP AND FIGURE OUT WHAT IS GOING ON.)
Completion of Development 7.4.1 Upon the completion of the whole development or complete phases of the development, Council may review this Agreement, in whole or in part, and may:
(a) retain the Agreement in its present form;
(b) negotiate a new Agreement;
(c) discharge this Agreement; or
(d) for those portions of the development which are completed, discharge this Agreement and apply appropriate zoning pursuant to the Municipal Planning Strategy and Land Use By-law for Halifax Peninsula as may be amended from time to time.
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 xxxxxx. In addition to runoff conveyance, the grass xxxxxx 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 [Municipality Name] accepts verification of construction from the project engineer.
Additional Description If any additional information would help describe the property, include it here. Step 3 – Identify Lease Term 7.
Description of Deliverables The Contractor shall Perform as set forth in Exhibit A.
DESCRIPTION OF CONTRACT MODIFICATION This contract modification is made in accordance with Exhibit E-Revised-1, Contractual Terms and Conditions, Section 22. CHANGES, to be made part hereof for all pertinent purposes. The changes are as follows:
