PROJECT AND SITE DESCRIPTION Sample Clauses

PROJECT AND SITE DESCRIPTION. Project Description
Sample 1Sample 2
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PROJECT AND SITE DESCRIPTION. The project site is located in the flood plain of Eleven Mile Creek in Escambia County, Florida. The project extends on both sides of the creek from 297A to south of Bristol Park Road at its southern most point. We understand the client wants 25 soil borings to evaluate the soil types in the area. At the time of this proposal, the flood plain is thickly wooded, and has steep slopes in some areas. If any of this information changes or is incorrect, please let us know as it may require changes to our scope.
Sample 1
PROJECT AND SITE DESCRIPTION. The proposed project is reported to consist of eight stormwater ponds and three sections of new stormwater drainage pipe in Pensacola, Florida. The first pond is an expansion of the large L Street pond. This large pond would be expanded to the west into an existing baseball field and parking lot. We have several borings already drilled in this pond and will reuse them, if applicable. The second CBDF pond is located on the existing jail site north of Xxxxxxx Street. We plan to drill on the north and south sides of the existing building. Ponds three to five are located just north of Fairfield and west of an existing animal shelter and former metal processing facility along E Street. These ponds are designated Fairfield pond 1, 2 & 3, and aerial photographs indicate that Fairfield pond site 1 is grassed fields with scattered trees. Fairfield pond site 2 is a vacant lot with an asphalt parking lot, and the Fairfield pond site 3 is thickly wooded. Pond six is located north of Xxxxxx Street and the property has an existing deep pit along with several one story buildings on the west side of the lot. One of the buildings appears to be an auto collision repair outfit. The perimeter of the pit is heavily wooded, and we understand the pit is typically filled with water. The pit would need to be pumped down by others for us to drill in the bottom and/or we could drill on the pit perimeter after clearing. The seventh pond site is located at the northwest corner of the intersection of Xxxxxx Street and Pace Blvd., and the lot appears to be occupied by an asphalt parking lot, open fields, scattered trees and two small single-family residences. Pond site number eight is located on the north side of Delano Street, two lots east of the intersection of Delano and S Street. The site appears to be partially wooded with a single-family residence. Reportedly, all the ponds will be excavated as deep as practical to provide storage volume for flood waters. LMJ understands that stormwater pipe is planned for the right of way of North Q Street between Delano and Clay Street. Stormwater pipe will also be extended from the Fairfield pond 1 site to the intersection of Xxxxx and E Street, along with a short section of stormwater pipe from north end of the Fairfield pond 3 site to Xxxxxxx Street. Reportedly these pipes will have inverts less than 10 feet below existing grades. LMJ also understands that Phase I Environmental Site Assessments are needed on the Fairfield pond 1, Fairfield p...
Sample 1

Related to PROJECT AND SITE DESCRIPTION

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  • Project 3.01. The Recipient declares its commitment to the objectives of the Project. To this end, the Recipient shall carry out the Project in accordance with the provisions of Article IV of the General Conditions.

  • 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.

  • PROPERTY DESCRIPTION The undersigned Xxxxxxxxx agrees to purchase from the undersigned owner (seller) through Ohio Real Estate Auctions, County, OH and known as

  • Project Name [Insert Name of Project for which Consultant will provide services] (“Project”)

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  • Service Description 2.1 General

  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

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