2007-08-10_PERMIT FILE - C1980007 ‎(2)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 8/10/2007
• Doc Name: Technical Specifications for Monument Dam Preventive Measures
• Section_Exhibit Name: Exhibit 76 Report Spring 2007
• Media Type: D
• Archive: No

stockpile the material, and develop the material to be in accordance with the requirements
of the Specifications on the basis of a cubic yard as existing in-place as determined based
by surveys of the riprap source area, all in accordance with the Drawings and
Specifications. No payment will be made for materials otherwise salvaged as riprap.
E. Existing Dam Preparation
Method of Measurement: Existing Dam Preparation will be measured by the horizontal
area in acres (Acres) as determined based on the surveys performed by COMPANY or
COMPANY's Representative.
2. Basis of Payment: CONTRACTOR will be paid for furnishing all labor, equipment, and
materials and performing all operations necessary for the surface preparation of the
existing dam including to salvage and stockpile existing topsoil from the upstream and
downstream slopes, salvage and stockpile vegetation and brush for restoration, clear all
deleterious nonspecified materials for proper performance of the Work, backfill cavities or
depressions caused by removal of stumps all in accordance with the Drawings and
Specifications. No payment will be made for areas which have been previously cleared or
otherwise prepared.
F. Upstream Clay Blanket
' 1. Method of Measurement: Upstream clay liner material will be measured by in place
volume in cubic yards (CY) as determined by the average end area method using the
survey performed by COMPANY or COMPANY's Representative.
2. Basis of Payment: CONTRACTOR will be paid for furnishing all labor, equipment, and
materials and performing all operations necessary to excavate, and load from the material
source, stockpile, haul, place, moisten (if necessary) and compact the upstream clay
blanket on the basis of a unit price per cubic yard, all in accordance with the Drawings and
Specifications.
G. Upstream Geotextile Fabric
Method of Measurement: Upstream Geotextile Fabric will be measured by the area in
square yards (SY) of the fabric extents as determined based on the surveys and/or field
measurements performed by COMPANY or COMPANY's Representative. No additional
compensation will be provided for overlapping.
2. Basis of Payment: CONTRACTOR will be paid for furnishing all labor, equipment, and
materials, and performing all- operations necessary to provide, transport, place, and
permanently secure geotextile fabric in accordance with manufacturer recommendations,
Drawings, and Specifications.
H. Upstream Granular Base
1. Method of Measurement: Upstream Granular Base will be measured by the in-place
volume in cubic yards (CY) as determined by the average end area method using surveys
performed by COMPANY or COMPANY'S Representative.
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