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.
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.
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.
ATTACHMENT D Standard State Provisions - Architect/Engineer Professional Service Agreement (dated 04/12/2011)
Service Description The Parties will provide Common Channel Signaling (CCS) to one another via Signaling System 7 (SS7) network Interconnection, in accordance with prevailing industry standards. Use of a third party provider of SS7 trunks is permitted.
ATTACHMENT E EQUITY-BASED REQUIREMENT – Description of the project’s equitable design and implementation by addressing the program’s equity goals, awareness, access and distribution, and outcomes.
GENERAL SERVICE DESCRIPTION Service Provider currently provides active medical, pharmacy(Rx) and dental administration for coverages provided through Empire and Anthem (medical), Medco(Rx), MetLife(dental) and SHPS (FSA) (Empire, Anthem, Medco, MetLife and SHPS collectively, the “Vendors”) for its U.S. Active, Salaried, Eligible Employees (“Covered Employees”). Service Provider shall keep the current contracts with the Vendors and the ITT CORPORATION SALARIED MEDICAL AND DENTAL PLAN (PLAN NUMBER 502 EIN 00-0000000) and the ITT Salaried Medical Plan and Salaried Dental Plan General Plan Terms (collectively, the “Plans”) and all coverage thereunder in full force through December 31, 2011 for Service Recipient’s Covered Employees. All claims of Service Recipient’s Covered Employees made under the Plans and incurred on or prior to December 31, 2011 the (“2011 Plan Year”) will be adjudicated in accordance with the current contract and Service Provider will continue to take such actions on behalf of Service Recipient’s Covered Employees as if such employees are employees of Service Provider. All medical, dental, pharmacy and FSA claims of Service Recipient’s Covered Employees made under the Plans (the “Claims”) will be paid by the Vendors on behalf of the Service Provider. Service Recipient will pay Service Provider for coverage based on 2011 budget premium rates previously set for the calendar year 2011 and described in the “Pricing” section below. Service Recipient will pay Service Provider monthly premium payments for this service, for any full or partial months, based on actual enrollment for the months covered post-spin using enrollments as of the first (1st) calendar day of the month, commencing on the day after the Distribution Date. Service Recipient will prepare and deliver to Service Provider a monthly self xxxx containing cost breakdown by business unit and plan tier as set forth on Attachment A, within five (5) Business Days after the beginning of each calendar month. The Service Recipient will be required to pay the Service Provider the monthly premium payments within ten (10) Business Days after the beginning of each calendar month. A detailed listing of Service Recipient’s employees covered, including the Plans and enrollment tier in which they are enrolled, will be made available to Service Provider upon its reasonable request. Service Provider will retain responsibility for executing funding of Claim payments and eligibility management with Vendors through December 31, 2013. Service Provider will conduct a Headcount True-Up (as defined below) of the monthly premiums and establish an Incurred But Not Reported (“IBNR”) claims reserve for Claims incurred prior to December 31, 2011 date, but paid after that date, and conduct a reconciliation of such reserve. See “Headcount True-Up” and “IBNR Reconciliation” sections under Additional Pricing for details.
Maintenance Manual No later than 60 (sixty) days prior to the Project Completion Date, the Contractor shall, in consultation with the Authority’s Engineer, evolve a maintenance manual (the “Maintenance Manual”) for the regular and preventive maintenance of the Project Highway in conformity with the Specifications and Standards, safety requirements and Good Industry Practice, and shall provide 5 (five) copies thereof to the Authority’s Engineer. The Authority’s Engineer shall review the Maintenance Manual within 15 (fifteen) days of its receipt and communicate its comments to the Contractor for necessary modifications, if any.
Program Description The employer agrees to provide a vision benefit to eligible employees and dependents. The vision benefit provided by the State shall have an employee co-payment of $10 for the comprehensive annual eye examination and $25 for materials.
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 NFSR Road No. Lane Width & Maintenance Level Mile Marker Begin End 9312 Single Lane / Level 1 NFSR 300 0.00 END 0.40
