REP21624

• Permit No: M1977573
• IBM Index Class Name: Report
• Doc Date: 1/23/2004
• Doc Name: Report on Permit
• From: Southwestern Ecological Services
• To: DMG
• Media Type: D
• Archive: No

3.2.2.5 End Treatment
The ends of the COIR fabric shall not be exposed to flow. The end treatment
of the fabric shall be installed by embedding a length, 2 feet minimum, of
the outer fabric under the large rock provided as scour protection, or other
method as approved by the Contracting Officer.
3.2.3 Topsoil Placement
Topsoil shall not be placed when the subgrade is frozen, excessively wet,
extremely dry, or in a condition otherwise detrimental to proper grading.
Topsoil shall be placed in one lift and shall be evenly spread to a final
compacted thickness of 6 inches. Topsoil shall be traffic compacted using
approved placement equipment. On slopes, topsoil shall be placed from the
bottom of the slope upward.
3.3 CONSTRUCTION TOLERANCES
Finished surfaces shall be uniformly graded and shall be free from
depressions, mounds, or windrows. The top surface of the select fill layer
and topsoil layer shall be no greater than 3 inches above the lines and
grades shown on the drawings. No minus tolerance will be permitted. Grade
stakes shall not be driven into the select fill layer to control placement.
3.4 CONSTRUCTION TESTS
3.9.1 Select Fill and Topsoil Material Tests
During construction of the select fill layer, representative samples shall
be taken for testing at the frequencies listed in Table 2 from on-site
stockpiles. Test results must comply with the requirements listed in Part
2 Products or the material will be rejected for use.
TABLE 2
SELECT FILL AND TOPSOIL NATERIAL TESTING FREQUENCIES
Property
Select Fill
Grain size analysis
Atterberg limits
Compaction
(NOte 1)
Topsoil
pH
Organic content
Test
Frequency Method
2,000 cubic yards ASTM D 922
2,000 cubic yards ASTM D 4318
5,200 cubic yards ASTM D 698
2,000 cubic yards ASTM D 4972
2,000 cubic yards ASTM D 2979
02340-10