PWS_-_Exhibit_E.pdf

EXHIBIT E

RAW SEWAGE REMOVAL LOCATIONS/CAPACITIES

POTENTIAL

LOCATION * CAPACITY (GAL.) PUMPS/YEAR

(Estimated)

Park Manager’s Office 1000 3 per year

Maintenance Building 1500 3 per year

Beach Restrooms 2-tanks at 2000 each 3 per year

Heritage Restroom 4-tanks at 1000 each 2 per year

Tall-Tree Restroom 4-tanks at 1000 each 2 per year

Campground Restroom 4-tanks at 1000 each 3 per year

Hancock Bend Restroom 2-tanks at 2000 each 2 per year

Sanitary Dump Station 3500 2 per year

Outflow Restroom 1500 2 per year

Spillway Recreation Area 12000 plus 3 per year

Vacant Dwellings #1 and #2 2-tanks at 1000 each 1 per year

Approximate raw sewage removal per year: 75, 000 gallons.

The Contractor is responsible for developing a pumping schedule and monitoring the need for pumping and provide schedule to COR for approval before pumping is scheduled.

Prior to payment, the Contractor is required to provide the COR a copy of each load slip from the Sewage Pumping Sub-contractor. It is normal for such a slip to be generated.

The Contractor is responsible for meeting and escorting a Sub-Contractor. At no time will Corps staff direct, escort or provide tools to a Sewage Sub-Contractor.

Inspection and verification of each load is the responsibility of the Contractor. The COR will perform inspections and verifications per his own methods set forth in the Government’s Quality Control Plan.

* REFER TO THE MAPS IN EXHIBIT A FOR GENERAL LOCATIONS