Demolition and site work for a residential development in Cheraw, South Carolina. Completed plans call for the demolition of a residential development; and for site work for a residential development.

Demolition of nine residential properties, site stabilization, grading and reseeding to return to a natural green space. Parcels are located within a superfund site. *The value for this project is based on a financial range of $800,000 and $1,000,000. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. REBID - Demolition of nine residential properties, site stabilization, grading and reseeding to return to a natural green space. Parcels are located within a superfund site Submit Schedule of Values within 20 days after date established in Notice to Proceed All questions & correspondence concerning this Invitation shall be addressed to the A/E. A/E NAME: McCormick Taylor, Inc. A/E CONTACT: Jason Hetrick EMAIL: jmhetrick@mccormicktaylor.com TELEPHONE: (803) 251-9838 Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for liaison with Engineer. Submit RFI's as soon as a potential issue is discovered to allow Engineer Erosion control shall be employed during the construction period and shall include all necessary temporary measures required to prevent soil erosion and sediment loss from the site until permanent erosion control and finished surfaces are installed. This includes dewatering excavated areas and sumps in a manner that prevents sediment from leaving the work area. A continuing program of installation and maintenance of sediment control shall be employed during the construction period. B. Contractor shall achieve the following goals: 1. Minimize soil exposure by proper timing of grading and construction. 2. Retain existing vegetation whenever feasible. 3. Vegetate and mulch denuded areas as soon as possible. 4. Divert runoff away from denuded areas. 5. Provide the means and methods necessary to dewater excavated areas and sumps. 6. Minimize length and steepness of slopes when it is practical. 7. Reduce runoff velocities with sediment barriers or by increasing roughness with stone. 8. Trap sediment on site. 9. Inspect and maintain erosion control measures.