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:
Description of Goods; Sale and Delivery Seller shall sell, transfer, and deliver to Buyer the goods described on the Description/Proposal attached hereto and made a part of as Exhibit "A" subject to such terms as are set forth in the Description/Proposal and in this Agreement.
AUTHORIZED DEVIATIONS IN CLAUSES (APR 1984)
CONTRACT CLAUSES A SOLICITATION/CONTRACT FORM 1 I CONTRACT CLAUSES 58 B SUPPLIES OR SERVICES AND PRICES/COSTS 2 PART III - LIST OF DOCUMENTS, EXHIBITS & ATTACHMENTS C DESCRIPTION/SPECS./WORK STATEMENT 25 J LIST OF ATTACHMENTS 74 D PACKAGING AND MARKING 26 PART IV - REPRESENTATIONS AND INSTRUCTIONS E INSPECTION AND ACCEPTANCE 27 K REPRESENTATIONS, CERTIFICATIONS OTHER STATEMENTS OF OFFERORS F DELIVERIES OR PERFORMANCE 29 G CONTRACT ADMINISTRATION DATA 32 L INSTRS., CONDS., AND NOTICES TO H SPECIAL CONTRACT REQUIREMENTS 34 M EVALUATION FACTORS FOR AWARD
Contract Exhibit J Quarterly Sales Report If a conflict exists among any of the Contract documents, the documents shall have priority in the order listed below:
a) The Contract
b) Statement of Work, Contract Exhibit A
c) Additional Special Contract Conditions, Contract Exhibit D
d) Special Contract Conditions, Contract Exhibit C e) Resume Acknowledgement Form, Contract Exhibit G f) Contractor Selection Justification Form, Contract Exhibit H
Final Clauses This Agreement will enter into force upon signature by both Parties and shall remain in force until completion of all obligations of the Parties under this Agreement.
Amendment to Exhibit A Exhibit A to the Agreement is hereby amended, in part, as described by Exhibit A to this First Amendment as of the effective date of this First Amendment.
NO STRIKE CLAUSE During the life of this Agreement the VSEA and employees covered by this Agreement acknowledge their statutory obligations in relation to 3 VSA 903(b) and agree to be bound thereby.
Modification of Budget Upon written approval of County, Subrecipient shall have the authority to transfer allocated program funds from one category of the overall program Budget to another category of the overall Budget. No such transfer may be made without the express prior written approval of County. A modification of the Budget may include the addition of any new Budget category.
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.
