ATTACHMENT C STANDARD STATE PROVISIONS FOR CONTRACTS AND GRANTS
ATTACHMENT B FORM OF RELEASE AGREEMENT
Attachment E Data Use Agreement-TACCHO Version Attachment F – Federal Assurances-v1.1 Attachment G – Certification Regarding Lobbying Attachment H – FFATA Certification Form
ATTACHMENT A Equity Funds
ATTACHMENT D Standard State Provisions - Architect/Engineer Professional Service Agreement (dated 04/12/2011)
of Attachment Z The Interconnection Customer shall be responsible for all System Upgrade Facility costs as required by Section 32.3.5.3.2 of Attachment Z or its share of any System Upgrade Facilities and System Deliverability Upgrades costs resulting from the final Attachment S process, as applicable, and Attachment 6 to this Agreement shall be revised accordingly.
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.
APPENDIX H Appendix H, Contractor’s Insurance Requirements, attached hereto, is hereby expressly made a part of this Contract as fully as if set forth at length herein. The Contractor shall maintain in force at all times during the terms of the resultant Contract, policies of insurance pursuant to the requirements outlined in Appendix H – Contractor’s Insurance Requirements.
Attachment C_ CONTRACT AFFIRMATIONS For purposes of these Contract Affirmations, HHS includes both the Health and Human Services Commission (HHSC) and the Department of State Health Services (DSHS). System Agency refers to HHSC, DSHS, or both, that will be a party to this Contract. These Contract Affirmations apply to all Contractors and Grantees (referred to as “Contractor”) regardless of their business form (e.g., individual, partnership, corporation). By entering into this Contract, Contractor affirms, without exception, understands, and agrees to comply with the following items through the life of the Contract:
SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.
