Cambridge Phase 1-LR 940804 G EOTECHNICAL
E : GEE Consultants, Inc.
2540 Glenda lane * Suite 10g · Dallas, lexas 75229 * (214) 620-9791 · Fax (214) 620-9794
GENERAL REPORT
Report Date August 4, 1994 I.spection Date July 29, 1994
Client B~-tmer Development General Report No.: 5
Project Estates of Cambridge Manor, Phase I
Coppell, Texas
Identification Observation of Pond Liner
Method of Test Visual
Results
On this date, July 29, 1994, a representative of GEE Consultants, Inc. visited the above
referenced project. The purpose qf the visit was to perform compaction and depth checks on
the pond liner material. The material was also sampled at two locations to determine the
Plasticity Index (P.I.) and percent passing No. 200 Sieve.
Depth checks were performed at four locations; east and west sidewall, key areas on the east
and west side. Each location was found to have the required depth of at least 2 feet.
The PI and percent passing No. 200 Sieve results are as follows:
Percent
Location Liquid Limit Plasticity Index Passing, No.200
One foot deep 50 36 77
Surface 44 31 77
Material Description: Dark Gray Silty Clay
cc: Mr. Bill Anderson - Dowdy, Anderson and Associates
Mr. Larry Davis - City of Coppell .4'