Data Encryption Contractor must encrypt all State data at rest and in transit, in compliance with FIPS Publication 140-2 or applicable law, regulation or rule, whichever is a higher standard. All encryption keys must be unique to State data. Contractor will secure and protect all encryption keys to State data. Encryption keys to State data will only be accessed by Contractor as necessary for performance of this Contract.
Data Use Each party may use Connected Account Data in accordance with this Agreement and the consent (if any) each obtains from each Connected Account. This consent includes, as to Stripe, consent it receives via the Connected Account Agreement.
Implementation Report Within 150 days after the Effective Date, Ensign Group shall submit a written report to OIG summarizing the status of its implementation of the requirements of this CIA (Implementation Report). The Implementation Report shall, at a minimum, include:
1. the name, address, phone number, and position description of the Compliance Officer required by Section III.A, and a summary of other noncompliance job responsibilities the Compliance Officer may have;
2. the names and positions of the members of the Compliance Committee required by Section III.A;
3. the names and positions of the members of the Board of Directors who are responsible for satisfying the Board of Directors compliance obligations described in Section III.A.3;
4. a copy of Ensign Group’s Code of Conduct required by Section III.B.1;
5. the number of individuals required to complete the Code of Conduct certification required by Section III.B.1, the percentage of individuals who have completed such certification, and an explanation of any exceptions (the documentation supporting this information shall be available to OIG upon request);
6. a summary of all Policies and Procedures required by Section III.B (copies of the Policies and Procedures shall be made available to OIG upon request);
7. the following information regarding each type of training required by Section III.C:
a. a description of such training, including a summary of the topics covered, the length of sessions, and a schedule of training sessions;
b. the number of individuals required to be trained, percentage of individuals actually trained, and an explanation of any exceptions. A copy of all training materials and the documentation supporting this information shall be made available to OIG upon request.
8. a description of the Disclosure Program required by Section III.E;
9. the following information regarding the IRO(s): (a) identity, address, and phone number; (b) a copy of the engagement letter; (c) information to demonstrate that the IRO has the qualifications outlined in Appendix A to this CIA; (d) a summary and description of any and all current and prior engagements and agreements between Ensign Group and the IRO; and (e) a certification from the IRO regarding its professional independence and objectivity with respect to Ensign Group;
10. a description of the process by which Ensign Group fulfills the requirements of Section III.F regarding Ineligible Persons;
11. a list of all of Ensign Group’s locations (including locations and mailing addresses); the corresponding name under which each location is doing business; the corresponding phone numbers and fax numbers; each location’s Medicare and state Medicaid program provider number and/or supplier number(s); and the name and address of each Medicare and state Medicaid program contractor to which Ensign Group currently submits claims;
12. a description of Ensign Group’s corporate structure, including identification of any parent and sister companies, subsidiaries, and their respective lines of business; and
Trunk Group Architecture and Traffic Routing 5.2.1 The Parties shall jointly establish Access Toll Connecting Trunks between CLEC and CBT by which they will jointly provide Tandem-transported Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic from and to CLEC's Customers.
5.2.2 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access and non-translated Toll Free traffic (e.g., 800/888) to allow CLEC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier that is connected to the CBT access Tandem.
5.2.3 The Access Toll Connecting Trunks shall be one-way or two-way trunks, as mutually agreed, connecting an End Office Switch that CLEC utilizes to provide Telephone Exchange Service and Switched Exchange Access Service in the given LATA to an access Tandem Switch CBT utilizes to provide Exchange Access in the LATA.
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.