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Gibbs Station 2-SY930722ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HFATR KNIGHT DEVFLOL 4FW1 COMPANY ArchitecVEngineer TAN WADY AS.SOCTATES, TNC Project Name TARES OF (N)PPFTT, Project Location (MOPPET T,, FPM CAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE `4- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER 0 5 HRS WATER ON RODS 5 4 6 RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-1 92020 MP DAL TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop 30 in. FM Spoon Sampler OD 2 in. Rock Core Dia. in. Method ('FA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tan and gray very stiff CLAY(CH) -with a trace of sand to 2' -with sane sand below 2' 3.5' 1 ST ST 44 50 6" 50 3.5" 50 4" 0.59 3.4 2.5 104 18 17 17 17 LL=53 PL=17 PI -35 LL =60 PL=27 P1 =33 Tannish brown compact to dense gravelly SAND(SP) 6' 3 SS SS Tan and gray hard CLAYEY SHALE(CH) with sand and shale \seams 8' 4 SS SS 5 Gray SHALE 10 15 6 BtY11XM OF 1 '1' BORING 015' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HFATR KNIGHT DEVFLOL 4FW1 COMPANY ArchitecVEngineer TAN WADY AS.SOCTATES, TNC Project Name TARES OF (N)PPFTT, Project Location (MOPPET T,, FPM CAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE `4- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER 0 5 HRS WATER ON RODS 5 4 6 RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-1 92020 MP DAL TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH Sr KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY Sr ASSOCIATES, INC. Project Name LAKES OF COPPELL Project Location COPPEIL, 'TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE �P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION C AFTER HRS WATER ON RODS DRY NONE RECORD OF SUBSURFACE ON FT FT FT. Boring Job Drawn by Approved By B-2 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 13 92 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /t. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop 30 in FDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. I SYMBOL SOIL CLASSIFICATION STRATUM 'DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tannish brown and gray stiff CLAY(CH) with some sand and sand seams 2.5' 1 ST ST SS SS ST ST ST 17 62 1.2 4+ 4+ 4+ 4+ 2 Reddish brown and tan very stiff to hard SANDY CLAY(CL) with sand seams 5.5' 3 Dark gray and tan hard SHALY CLAY(CH) 6.5' 14' 5 Dark gray hard CLAYEY SHALE 10 ---E-_ 15 7 Dark gray SHALE BUITCM OF rbbi BORING @15' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH Sr KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY Sr ASSOCIATES, INC. Project Name LAKES OF COPPELL Project Location COPPEIL, 'TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE �P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION C AFTER HRS WATER ON RODS DRY NONE RECORD OF SUBSURFACE ON FT FT FT. Boring Job Drawn by Approved By B-2 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY ASSSOCIATES, INC. Project Name LAKES OF OOPPEEL Project Location OOPPE[L, TEXAS S RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-3 92020 MP DAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE :P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER HRS. WATER ON RODS DRY NONE FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -13 -92 Hammer Wt. 140 lbs. I% Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -13 -92 Hammer Drop 30 in. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tan and brown very stiff to hard alternating SANDY CLAY/ CLAY(CL /CH) intermixed with a trace of gravel and shale seams FILL 6' 1 ST ST 50 2.5 4+ 4+ 2.4 4+ 4+ 19 26 LL=43 PL=15 PT =28 LL =70 PL=30 PI =40 2 3 ST Tan and gray hard SHALY CLAY(CH) 8 ST ST SS Dark gray hard CLAYEY SHALE 1 51 10— 5 Dark gray SHALE 15 6 BarrCM OF TEST BORING @15' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY ASSSOCIATES, INC. Project Name LAKES OF OOPPEEL Project Location OOPPE[L, TEXAS S RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-3 92020 MP DAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE :P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER HRS. WATER ON RODS DRY NONE FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT' COMPANY Architect/Engineer DAN 1X761�Y s$OCTA'PF�,_ IriC._ Project Name LAKES OF COPPE[1+ Project Location COPpE[L TExAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON PRESSED SHELBY TUBE ;A- CONTINUOUS FLIGHT AUGER iC- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY r AFTER HRS. WATER ON RODS NONE RECORD OF SUBSURFACE ON FT FT. FT. Boring Job Drawn by Approved By B-4 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector_ Boring DRILLING AND SAMPLING INFORMATION Started 2 -13 -92 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -13 -92 Hammer Drop 30 in. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE ITYPE SURFACE ELEVATION Tannish brown and gray very stiff alternating CLAY /SANDY CLAY /SHALE(CH /CL) intermixed with gravel and Limestone FILL 7' 1 ST SS ST ST 19 50 4.5" 2.4 2.5 3.6 4+ 2 5-- 3 4 Tan and gray very stiff SHALY \CLAY(CH) 8 10- 5 ST SS Dark gray hard CLAYEY SHALE -with shaly clay seams to 10' 15 6 BOTTOM OF 1EST BORING @15' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT' COMPANY Architect/Engineer DAN 1X761�Y s$OCTA'PF�,_ IriC._ Project Name LAKES OF COPPE[1+ Project Location COPpE[L TExAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON PRESSED SHELBY TUBE ;A- CONTINUOUS FLIGHT AUGER iC- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY r AFTER HRS. WATER ON RODS NONE RECORD OF SUBSURFACE ON FT FT. FT. Boring Job Drawn by Approved By B-4 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client MAZE KNIGHF DEV131,0PMENT COMPANY ArchitectEngineer DAN D(AI11DY ASSOCIATES, INC. Project Name LAKES OF COPPEGL Project Location COPPEL.L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER IC- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY r AFTER 2 HRS. 0.5 WATER ON RODS NONE RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-5 92020 MP DAL TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -8-92 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2-8-92 Hammer Drop 30 in. E I Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tannish brown compact gravelly SAND(SP) with clayey sand seams 1 ST SS SS 17 22 27 42 50 5" 18 22 26 17 I 72 'L=29 'I =43 2 Gray and tan hard SHALY CLAY(CH) 7.5' SS 4 Gray hard CLAYEY SHALE 10' SS SS 1 0— Gray SHALE 15 6 BOTP(M OF TEST BORING @15' Client MAZE KNIGHF DEV131,0PMENT COMPANY ArchitectEngineer DAN D(AI11DY ASSOCIATES, INC. Project Name LAKES OF COPPEGL Project Location COPPEL.L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER IC- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY r AFTER 2 HRS. 0.5 WATER ON RODS NONE RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-5 92020 MP DAL TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT DEVELOPMENT COMPANY ArchitecUEngineer DAN DOWDY ASSOCIATES, INC. Project Name IAKES OF COPPELL Project Location QQpPEf L, TEAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ION SAMPLER TYPE SS- DRIVEN SPLIT SPOON _ST- PRESSED SHELBY TUBE CA- CONTINUOUS FLIGHT AUGER RC- ROCK CORE TCP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION 14 V AFTER 2.5 HRS 4 WATER ON RODS 8 FT FT. FT. Boring Job Drawn by Approved By B-6 92020 MP 11AL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -8 -92 Hammer Wt. 140 lbs. Passing No 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. tuatuo0 ia1eM LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -8 -92 Hammer Drop 30 in. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE 1 TYPE SURFACE ELEVATION Tannish brown compact SAND(SP) -with some gravel below 2' 5' ii 1 ST SS SS SS ST SS 40 26 27 50 6 2.8 99 28 22 LL=62 PL=29 PI =33 2 5— Tan and gray very stiff SHALY CLAY(CH) with silty sand laminations 8 4 Gray very stiff CLAYEY SHALE -with shale seams below 13' 10— 5 15 6 BOrI9XJ4 OF TEST BORING @15' Client HEATH KNIGHT DEVELOPMENT COMPANY ArchitecUEngineer DAN DOWDY ASSOCIATES, INC. Project Name IAKES OF COPPELL Project Location QQpPEf L, TEAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ION SAMPLER TYPE SS- DRIVEN SPLIT SPOON _ST- PRESSED SHELBY TUBE CA- CONTINUOUS FLIGHT AUGER RC- ROCK CORE TCP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION 14 V AFTER 2.5 HRS 4 WATER ON RODS 8 FT FT. FT. Boring Job Drawn by Approved By B-6 92020 MP 11AL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY ASSSOCIATES INC. Project Name TAKES OF COPPELL Project Location COPPELL, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-7 92020 MP UAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER RC- ROCK CORE TCP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER 1 HRS. WATER ON RODS 13 6 8 FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -8-92 Hammer Drop 30 i n. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE 'TYPE SURFACE ELEVATION Tannish brown stiff SANDY CLAY(CL) possible fill 2' 1 ST 10 8 10 12 15 1.4 18 19 24 LL=36 PL=16 PI =20 x= PL=16 PI =21 Tannish brown loose to canpact CLAYEY SAND(SC) with sand seams 6' SS SS SS SS 2 5 3 Dark gray firm SILTY SANDY CLAY(CL) with clay seams -tan and gray below 8' 10' 4 __SS 10— Tan and gray firm CLAY(CH) with intermittent Silty sand laminations -with sandy clay layers below 13' 15 h B TDCM OF TEST BORING @15' Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DOWDY ASSSOCIATES INC. Project Name TAKES OF COPPELL Project Location COPPELL, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By B-7 92020 MP UAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER RC- ROCK CORE TCP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER 1 HRS. WATER ON RODS 13 6 8 FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING O CO cn cn ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DFVFT1lPP4FNP (X7NPANY Architect/Engineer DAN D(&CY ASSCCTATRq INC! Project Name TARF_S OF COPPFSI, Project Location (DWELL, `M CAS DRILLING AND SAMPLING INFORMATION Date Started 2 -14 -92 Hammer Wt. lbs. Date Completed 2 Hammer Drop in. Drill Foreman F!)T Spoon Sampler OD in. Inspector Rock Core Dia. in. Boring Method CFA Shelby Tube OD 3 in. SOIL CLASSIFICATION SURFACE ELEVATION Reddish brown and tan hard SANDY CLAY(CL) with Sand \seams FILL Tannish brown compact CLAYEY SAND(SC) with sandy clay and sand seams Brown firm SILTY SANDY CLAY(CL) Brawn stiff to very stiff CLAY(CH) with a trace of calcareous nodules tannish brown below 11.5' BOTICM OF TEST BORING SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER iC- ROCK CORE 'CP- TEXAS CONE PENETRATION TEST I- CCw V) 0 2' 6' 7' =w wo 0) 10— 1 5 w a <0 V)Z 1 GROUNDWATER DEPTH AT COMPLETION DRY AFTER HRS. WATER ON RODS NONE RECORD OF SUBSURFACE EXPLORATION w d Lu cn ST ST ST ST ST ST FT. FT FT o 0 N O Z rn c a 0 Boring B-8 Job 99090 Drawn by MP Approved By TAT. TEST DATA c 0 Tuu 0 N 0 0 E O 0 1:3 CL 0 N N c �CAH 0 E O 0 m N. c 0 0- 4+ 2.4 1.7 1.7 c d 0 O N j o N Z BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING 29 0 E c JJ" D o 5 5 en (0 Q cC ca d d 11 11 11 d a LL=71 PL=23 PI =48 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DCHDY ASSOCIATES INC Project Name TAKES OF COPPELL Project Location COPPE L, TEMS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE 2,P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION AFTER FIRS. WATER ON RODS 11 12.5 RECORD OF SUBSURFACE ON FT. FT. FT. Boring Job Drawn by Approved By B-9 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop 30 in. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tannish brawn very stiff CLAY(CH) with sand seams FILL 3.5' 1 ST 2.5 2.8 4 4 4 1.6 21 LL=53 PL=23 PI =30 ST Dark gray SHALE 11' 5_ 3 ST ST ST ST 4 10-- 5 Tannish brown stiff CLAY(CH) 6 BOTTOM OF TEST BORING @15' 1 5 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT COMPANY Architect/Engineer DAN DCHDY ASSOCIATES INC Project Name TAKES OF COPPELL Project Location COPPE L, TEMS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE 2,P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION AFTER FIRS. WATER ON RODS 11 12.5 RECORD OF SUBSURFACE ON FT. FT. FT. Boring Job Drawn by Approved By B-9 92020 MP DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON Client HEAL KNIGHT DEVELOPMENT COMPANY Boring Architect/Engineer DAN DOWDY ASSOCIATES, INC. Job Project Name LAKES OF COPPEGL Drawn by Project Location COPPEEL, TOGAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER 4C- ROCK CORE i CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION V AFTER HRS WATER ON RODS 12.5 8 FT. FT. FT. B-10 92020 MP Approved By DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. 11..1 01u00 JaleM LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop 30 in. ENI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION `STRATUM 1DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Brown and tan alternating stiff to very stiff CLAY/ SANDY CLAY(CH /CL) with sand seams FTT,T, 3.5' 1 ST ST ST ST ST ST 1.5 2.2 4+ 1.7 0.5 1.5 2 Dark grAy SHALE FILL 6 S 3 Brown stiff CLAY(CH) 8' 4 Brown soft SILTY SANDY CLAY(CL) 9' 10— 5 Brawn firm to stiff CLAY(CH) -with some silt to 13' tannish brown below 13' 15-- 6 BOTICM OF rk,b1. BORING @15' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON Client HEAL KNIGHT DEVELOPMENT COMPANY Boring Architect/Engineer DAN DOWDY ASSOCIATES, INC. Job Project Name LAKES OF COPPEGL Drawn by Project Location COPPEEL, TOGAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER 4C- ROCK CORE i CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION V AFTER HRS WATER ON RODS 12.5 8 FT. FT. FT. B-10 92020 MP Approved By DAL TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT' COMPANY ArchitectEngineer DAN DOWDY ASSOCIATES• INC. Project Name LAKES OF COPPELL Project Location COPPELL, TEXAS RECORD OF SUBSURFACE EXPLORATION Boring Job Drawn by Approved By B-11 92020 MP DAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER 1C- ROCK CORE 'CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER 1 HRS. WATER ON RODS DRY 4 6 FT. FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -8 -92 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -8 -92 Hammer Drop 30 in. EDI Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tan and brown stiff CLAY(CH) with a trace of calcareous nodules FILL 2.5' 1 ST ST SS SS SS SS 18 37 16 10 1.7 2.5 3.0 23 20 26 20 27 LL=42 PL=18 PI =24 LL=57 PL=22 PI =35 2 Tannish brown very stiff SANDY CLAY(CL) 4.5' Tannish brown compact CLAYEY SAND(SC) with sand 1 seams 6' 3 Dark gray very stiff CLAY(CH) tannish brown with a trace of calcareous nodules below 8' 5 10— 15 6 BOTIOR OF TEST BORING 015' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT DEVELOPMENT' COMPANY ArchitectEngineer DAN DOWDY ASSOCIATES• INC. Project Name LAKES OF COPPELL Project Location COPPELL, TEXAS RECORD OF SUBSURFACE EXPLORATION Boring Job Drawn by Approved By B-11 92020 MP DAL TEST DATA SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER 1C- ROCK CORE 'CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER 1 HRS. WATER ON RODS DRY 4 6 FT. FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT DEVFLOPMPRT COMPANY Architect/Engineer "An 11(rIII)Y S.()CTATRS, INC ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Project Name TARPS OF T)PPRTI, Project Location (Y)PPFrT,, PFXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER :C- ROCK CORE "CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER 1 HRS. WATER ON RODS 4 4 8 RECORD OF SUBSURFACE ION Boring Job* Drawn by Approved By B-12 92020 MP DAL TEST DATA FT FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. 140 lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop 30 in. Foreman EDT Spoon Sampler OD 2 in. Rock Core Dia. in. Method CFA Shelby Tube OD 3 in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Brown and tan stiff to very stiff CLAY(CH) intermixed with shale, sand and calcareous nodules FILL 4.5' 1 ST 12 8 50 6" 0.55 0.46 1.6 2.1 1.6 2.2 86 31 17 27 28 28 26 LL=63 PL=24 PI =39 2 ST SS ST SS SS Brown stiff to very stiff CLAY(CH) with some silt 5— 3 4 10 15 B YFI 14 OF 9i 1 BORING @15' Client HEATH KNIGHT DEVFLOPMPRT COMPANY Architect/Engineer "An 11(rIII)Y S.()CTATRS, INC ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Project Name TARPS OF T)PPRTI, Project Location (Y)PPFrT,, PFXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE :A- CONTINUOUS FLIGHT AUGER :C- ROCK CORE "CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH AT COMPLETION AFTER 1 HRS. WATER ON RODS 4 4 8 RECORD OF SUBSURFACE ION Boring Job* Drawn by Approved By B-12 92020 MP DAL TEST DATA FT FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 KEY TO SOIL SYMBOLS AND CLASSIFICATIONS THE ABBREVIATIONS COMMONLY EMPLOYED ON EACH "RECORD OF SUBSURFACE EXPLORATION ON THE FIGURES AND IN THE TEXT OF THE REPORT, ARE AS FOLLOWS: CLAY SILT SOIL OR ROCK TYPES (SHOWN IN SYMBOLS COLUMN) SAND LIMESTONE SHALE ASPHALT /CONCRETE I. SOIL DESCRIPTION III. RELATIVE PROPORTIONS RELATIVE DENSITY N, BLOWS /FT TRACE 1 10 LITTLE 11 20 VERY LOOSE 0 TO 4 SOME 21 35 LOOSE 5 TO 10 AND 36 50 COMPACT 11 TO 30 DENSE 31 TO 50 VERY DENSE OVER 50 CONSISTENCY Qu, TSF VERY SOFT LESS THAN .25 SOFT .25 TO .50 FIRM .50 TO 1.00 STIFF 1.00 TO 2.00 VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 II. PLASTICITY (A) COHESIONLESS SOILS (B) COHESIVE SOILS DEGREE OF PLASTICITY PLASTICITY INDEX NONE TO SLIGHT 0 4 SLIGHT 5 10 MEDIUM 11 30 HIGH TO VERY HIGH OVER 30 NOTE: ALL SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D -2487) DESCRIPTIVE TERM PERCENT IV. PARTICLE SIZE IDENTIFICATION BOULDERS: -8 INCH DIAMETER OR MORE COBBLES -3 TO 8 INCH DIAMETER GRAVEL COARSE 3/4 TO 3 INCH -FINE 5.0 MM TO 3/4 INCH SAND COARSE 2.0 MM TO 5.0 MM MEDIUM 0.4 MM TO 2.0 MM -FINE 0.07 MM TO 0.4 MM SILT -0.002 MM TO 0.07 MM CLAY -0.002 MM V. DRILLING AND SAMPLING SYMBOLS AU: AUGER SAMPLE RC: ROCK CORE TCP: TEXAS CONE PENETRATION TEST SS: SPLIT -SPOON 1 3/8" I.D. 2" 0.D. EXCEPT WHERE NOTED ST: SHELBY TUBE 3" O.D. EXCEPT WHERE NOTED WS: WASHED SAMPLE HSA: HOLLOW STEM AUGERS CFA: CONTINUOUS FLIGHT AUGERS MD: MUD DRILLING SECTION 2 'I,, ALPHA TESTING, INC. EST T JO DATE ELE V. I/E ►TN SOIL 10 OPTIMUM MOI E MAXIMUM LAD DRY DENSITY ICI IN PLACE MOI E X IN PLACE DRY DENSITY PCP PER CENT CON ►ACTION COMM[NT 1 02/06 -1.0 6 13.0 113.9 18 93 82 1 -B 2 02/06 -2.0 2 18.0 103.7 20 98 94 2 -A 3 02/06 -3.0 2 3 20.3 98.0 26 88 90 2 4 02/06 -4.0 2 3 20.3 98.0 26 95 97 2 -A 1 TEST PIT #1, BLOCK E, LOT 9 2 TEST PIT #1, BLOCK E, LOT 9 3 TEST PIT #1, BLOCK E, LOT 9 4 TEST PIT #1, BLOCK E, LOT 9 WATER ENTERING TEST PIT AT 3' TESTED FoR: HEATH AND KNIGHT DATE: FEBRUARY 6, 1992 DALLAS, TEXAS PROJECT: LAKES OF COPPELL COPPELL, TEXAS TEST DATA: 1 ST LOCATION: FILL 2. NATURAL SUBGRADE 3—LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 1.50 Respectfully Submitted, ALPHA TESTING, INC. r .ST 40 DATE ELEV. V. IIE►rN •OIL E NUwE OPTIMUM MOI E ti MAXIMUM LAS DRY DENSITY ••CP IN PLACE MOISTURE IN •LACE CRY DENSITY PCP PEN CENT COMPACTION COMM[NT 02/06 -1.0 5 5 13.4 13.4 113.5 113.5 15 14 114 107 ,100 94 1 -A 1 -A 2 02/06 -2.0 3 02/06 -3.0 5 13.4 113.5 16 103 91 1 -B _4 02/06 -4.0 6 13.0 113.9 28 93 PROJECT: TEST DATA: 1 ST LOCATION: 1 FILL 2. NATURAL SUBGRADE 3—LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: HEATH AND KNIGHT DATE: FEBRUARY 6, 1992 DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 3.50 1 3 4 TEST PIT #2, BLOCK E, LOT 12 TEST PIT #2, BLOCK E, LOT 12 2 TEST PIT #2, BLOCK E, LOT 12 TEST PIT #2, BLOCK E, LOT 12 WATER IN TEST PIT AT 4' Respectfully Submitted, ALPHA TESTING, INC. r EST VO DATE ELEV. IIEiTN •OIL 10 MUMMER OPTIMUM M O1 E MAXIMUM LAN DRY DENSITY •C• IN •LACE MOISTURE X IN PLACE DRY DENSITY ►C► PER CENT COMPACTION COMMENT* 02/06 -1.0 5 13.4 113.5 18 99 87 1 -B 2 02/06 -2.0 2 18.0 103.7 24 90 87 1 -B 3 02/06 -3.0 2 18.0 103.7 27 91 87 1 -B 4 02/06 -4.0 3 22.6 92.2 28 94 101 1 -A 1 TEST PIT #3, BLOCK E, LOT 15 2 TEST PIT #3, BLOCK E, LOT 15 3 TEST PIT #3, BLOCK E, LOT 15 4 TEST PIT #3, BLOCK E, LOT 15 ST LOCATION: TESTED FOR: PROJECT: TEST DATA: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 HEATH AND KNIGHT DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 6, 1992 OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 3.50 Respectfully Submitted, ALPHA TESTING, INC. EST EST DATE SLAV. [IE ►TN SOIL ID NUMBER OPTIMUM MOISTURE 1 MAXIMUM LAD DRY DENSITY ►C► IN PLACE Mot E IN PLACE DRY DENSITY PCP PEE CENT COMPACTION COMMENT• 1 02/06 -1.0 6 13.0 113.9 21 96 84 1 -B 2 02/06 -2.0 6 13.0 113.9 23 93 81 1 -B 3 02/06 -3.0 4 22.6 92.2 31 85 93 1 -A 4 02/06 -4.0 3 22.6 92.2 28 87 95 1 -A 1 TEST PIT #4, BLOCK E, LOT 17 2 TEST PIT #4, BLOCK E, LOT 17 3 TEST PIT #4, BLOCK E, LOT 17 4 TEST PIT #4, BLOCK E, LOT 17 ?ROJECT: TEST DATA: ST LOCATION: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 6, 1992 OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 3.00 Respectfully Submitted, ALPHA TESTING, INC. r EST EST DATE ELEY [1E�TN �01L IO NUMEER OPTIMUM MOISTURE MAXIMUM AS DRY DENSITY •C/ IN /LACE MOI1 IN •l ACE DRY DENSITY ►C• PER CENT COM•ACTION COMMENT 1 02/06 -1.0 1 4 14.4 113.6 16 109 96 1 -A I. 2 02/06 -2.0 1 4 14.4 113.6 17 103 91 1 -A 3 02/06 -3.0 6 13.0 113.9 15 106 93 2 -A 1 TEST PIT #5, BLOCK D, LOT 18 2 TEST PIT #5, BLOCK D, LOT 18 3 TEST PIT #5, BLOCK D, LOT 18 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS ST LOCATION: PROJECT: TEST DATA: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED LAKES OF COPPELL COPPELL, TEXAS DATE: A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 FEBRUARY 6, 1992 FILL ESTIMATE 2.50 Respectfully Submitted, ALPHA TESTING, INC. ST JO DATE tLtY GL ►TN son. 10 MUMMER OPTIMUM MOs .4 MAXIMUM LA• DRY DENSITY •CR IN PLACE MOISTURE IN PLACE DRY DENSITY •PCP PER CENT COM•ACTION COMM [NT 1 02/06 -1.0 1 16.0 110.0 16 111 99 101 87 1 -A 1 -B 2 02/06 -2.0 5 13.4 113.5 16 3 02/06 -3.0 2 18.0 103.7 18 96 92 1 -B _4 02/06 -4.0 25 92 5 02/06 -5.0 29 91 "6 02/06 -6.0 3 22.6 92.2 36 86 93 2 -A* TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS rROJECT: TEST DATA: T ST LOCATION: 1 =ILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 LAKES OF COPPELL COPPELL, TEXAS DATE: OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS FEBRUARY 6, 1992 FILL ESTIMATE 5.50 Respectfully Submitted, ALPHA TESTING, INC. TEST PIT #6, BLOCK E, LOT 19 2 TEST PIT #6, BLOCK E, LOT 19 3 TEST PIT #6, BLOCK E, LOT 19 4 TEST PIT #6, BLOCK E, LOT 19 5 TEST PIT #6, BLOCK E, LOT 19 6 TEST PIT #6, BLOCK E, LOT 19 WATER ENTERING PIT TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS rROJECT: TEST DATA: T ST LOCATION: 1 =ILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 LAKES OF COPPELL COPPELL, TEXAS DATE: OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS FEBRUARY 6, 1992 FILL ESTIMATE 5.50 Respectfully Submitted, ALPHA TESTING, INC. r .ST 30. DATE ELEV I311•1.04 S OIL I NUMBER OPTIMUM mom D MAXIMUM LAD DRY DENSITY •C► IN PLACE MOISTURE IN PLACE DRY DENSITY ►C► PER CENT COMPACTION N COMM CT 1 02/06 -1.0 1 16.0 110.0 17 109 99 1 -A 2 02/06 -2.0 3 22.6 92.2 27 95 103 1 -A _3 02/06 -3.0 3 22.6 92.2 30 87 94 1 -A _4 02/06 -4.0 3 22.6 92.2 25 89 97 1 -A 5 02/06 -5.0 3 22.6 92.2 24 93 100 1 -A TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS ,ROJECT: LAKES OF COPPELL COPPELL, TEXAS T 3T LOCATION: TEST PIT #7, BLOCK E, LOT 21 TEST PIT #7, BLOCK E, LOT 21 TEST PIT #7, BLOCK E, LOT 21 TEST PIT #7, BLOCK E, LOT 21 TEST PIT #7, BLOCK E, LOT 21 3 TEST DATA: 2 4 5 1 FILL 2. NATURAL SUBGRADE 3_LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 DATE: OUR REPORT NO. 9 2 0 2 0 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS FEBRUARY 6, 1992 FILL ESTIMATE 6.50 Respectfully Submitted, ALPHA TESTING, INC. EST VO DATE ELt V. bE ►TN SOIL .e NUMEEw OPTIMUM woI E MAXIMUM LAN DRY DENSITY PCP IN PLACE woI E IN PLACE DRY DENSITY PCP Plan CTIO N CO COMMENT• 1 02/05 -1.0 1 16.0 110.0 26 93 84 1 -B 2 02/05 -2.0 1 2 17.0 106.9 27 90 84 1 -B 3 02/05 -3.0 2 18.0 103.7 23 101 97 1 -A 4 02/05 -4.0 3 22.6 92.2 31 88 96 2 -A 5 02/05 -5.0 2 18.0 103.7 20 98 94 2 -A 1 50' EAST OF BLOCK E, LOT 23 2 50' EAST OF BLOCK E, LOT 23 3 50' EAST OF BLOCK E, LOT 23 4 50' EAST OF BLOCK E, LOT 23 5 50' EAST OF BLOCK E, LOT 23 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 REPORT OF FIELD COMPACTION TESTS TESTED FOR: DALLAS, TEXAS .PROJECT: TEST DATA: HEATH AND KNIGHT LAKES OF COPPELL COPPELL, TEXAS DATE: OUR REPORT NO. 92020 FEBRUARY 5, 1992 LOCATION: TEST PIT #8 FILL ESTIMATE 3.50 FILL T. NATURAL SUBGRADE 3. LIME STABILIZED A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST Respectfully Submitted, ALPHA TESTING, INC. r -5T O. DATE ELEV 0E ►14 SOIL NUM•E R OPTIMUM MOISTURE r MAXIMUM LAD DRY DENSITY PCP IN PLACE MOIE IN PLACE DRY DENSITY PCP PER CENT COMPACTION COMM ££NT• 1 02/05 -1.0 2 18.0 103.7 22 99 95 1 -A 2 02/05 -2.0 r 6 13.0 113.9 19 98 86 2 -B 3 02/05 -3.0 3 22.6 92.2 28 90 98 2 -A 02/05 -4.0 3 22.6 92.2 25 89 97 2 -A _4 5 02/05 -5.0 3 22.6 92.2 24 88 95 2 -A 1 TEST PIT #9, BLOCK D, LOT 9 2 TEST PIT #9, BLOCK D, LOT 9 —3 TEST PIT #9, BLOCK D, LOT 9 4 TEST PIT #9, BLOCK D, LOT 9 5 TEST PIT #9, BLOCK D, LOT 9 r ROJECT: TEST DATA: T iT LOCATION: 1 FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 5, 1992 OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 2.00 Respectfully Submitted, ALPHA TESTING, INC. :S DATE U E ►TM ELEV MUMMER OPTIMUM MOISTURE MAXIMUM LAO DRY DENSITY •Cr IN PLACE MOI O S IN RACE DRY DENSITY PER CENT COM•ACTION COMMENT• 1 02/05 -1.0 1 16.0 110.0 20 102 93 1 -A 2 02/05 -2.0 1 2 17.0 106.9 24 99 93 2 -A 3 02/05 -3.0 2 3 20.3 98.2 27 92 94 2 -A 02/05 -4.0 3 22.6 92.2 28 92 99 2 -A __4 5 02/05 -5.0 3 22.6 92.2 37 84 91 2 -B* 1 TEST PIT #10, BLOCK E, LOT 25 2 TEST PIT #10, BLOCK E, LOT 25 TEST PIT #10, BLOCK E, LOT 25 4 TEST PIT #10, BLOCK E, LOT 25 5 TEST PIT #10, BLOCK E, LOT 25 WATER IN TEST PIT ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 REPORT OF FIELD COMPACTION TESTS TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS .1ROJECT: LAKES OF COPPELL COPPELL, TEXAS TEST DATA: 1 ST LOCATION: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED DATE: OUR REPORT NO. 92020 FEBRUARY 5, 1992 FILL ESTIMATE 1.50 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST Respectfully Submitted, ALPHA TESTING, INC. J .ST 10 DATE [LE V. (I[•TN /OIL ID OPTIMUM MOISTURE MAXIMUM LA• DRY DENSITY •Cr IN MOI IN PLACE DR DENSITY POP P11 CENT COM•ACTION GOMM[MT• 02/05 -1.0 1 2 17.0 106.9 23 100 93 1 -A 2 02/05 -2.0 2 18.0 103.7 26 97 93 1 -A 3 02/05 -3.0 2 18.0 103.7 26 96 93 1 -A 4 02/05 -4.0 2 18.0 103.7 26 97 93 1 -A 5 02/05 -5.0 3 22.6 92.2 37 85 92 2 -B* TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS ROJECT: TEST DATA: 1 FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 LAKES OF COPPELL COPPELL, TEXAS REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 5, 1992 OUR REPORT NO. 92020 T 3T LOCATION: TEST PIT #11 1 2 —3 4 5 50' EAST OF BLOCK E, LOT 25 50' EAST OF BLOCK E, LOT 25 50' EAST OF BLOCK E, LOT 25 50' EAST OF BLOCK E, LOT 25 50' EAST OF BLOCK E, LOT 25 WATER ENTERING TEST PIT A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FILL ESTIMATE 4.50 Respectfully Submitted, ALPHA TESTING, INC. EST JO DATE RLRV Ot •TN •OIL ID NUYRiR OPTIMUM OPTIMUM J MAXIMUM LAO DRY DENUITY PCP IN PLACE MOI R IN •LACE DRY DENSITY PC, PER CENT COM•ACTION COMMENT 1 02/05 -1.0 1 16.0 110.0 18 102 93 1 -A 2 02/05 -2.0 3 22.6 92.2 36 77 83 1 -B 3 02/05 -3.0 3 22.6 92.2 33 78 85 1 -B _4 02/05 -4.0 3 22.6 92.2 29 87 95 2 -A* 5 02/05 -5.0 3 22.6 92.2 29 88 96 2 -A* 1 TEST PIT #12, BLOCK E, LOT 27 2 TEST PIT #12, BLOCK E, LOT 27 3 TEST PIT #12, BLOCK E, LOT 27 4 TEST PIT #12, BLOCK E, LOT 27 5 TEST PIT #12, BLOCK E, LOT 27 SOME WATER IN TEST PIT TESTED FOR HEATH AND KNIGHT DALLAS, TEXAS rR TEST DATA: 1ST LOCATION: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 8911 LAKES OF COPPELL COPPELL, TEXAS DATE: A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 FEBRUARY 5, 1992 FILL ESTIMATE 3.50 Respectfully Submitted, ALPHA TESTING, INC. Gray CLAYEY SHALE 9 HCTTOM OF TEsr PIT @9' I I Client HEM KNIGHT Architect/Engineer DAN DCIZID ASSOC Project Name TAKES OF DDPPEGL Project Location COPP'f?IT,, 'PRXA.S SS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE DRIVEN SPLIT SPOON PRESSED SHELBY TUBE CONTINUOUS FLIGHT AUGER ROCK CORE TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY AFTER HRS WATER ON RODS RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By TP *13 92020 JIB JIB TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date S DRILLING AND SAMPLING INFORMATION Passing No 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content 0 /4 LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in Method RN KHOF; Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Light gray and dark gray 2 Tan SANDY CLAY(CL) FILL 3.5' 3 Gray SILTY FINE SAND(SM) 4 8.5' 5 6 7 8- Client HEM KNIGHT Architect/Engineer DAN DCIZID ASSOC Project Name TAKES OF DDPPEGL Project Location COPP'f?IT,, 'PRXA.S SS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE DRIVEN SPLIT SPOON PRESSED SHELBY TUBE CONTINUOUS FLIGHT AUGER ROCK CORE TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY AFTER HRS WATER ON RODS RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By TP *13 92020 JIB JIB TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT Architect/Engineer DAN DONDEY ASSOCIATES Project Name LAKES OF COPPELL Project Location COPPEGL TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON _ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By TP #14 92020 Jr JIB TEST DATA FT. FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. lualuoo JaleM LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. Method BACKHOE Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE 1TYPE SURFACE ELEVATION Tan and dark gray GRAY(CH) with snale FILL 2' 1 Tan SAND(SP) 3' 2 Gray SHALE clayey to 3.5' 3 4 5 6- 7 ffi7PICM OF TEST PIT @7.5' Client HEATH KNIGHT Architect/Engineer DAN DONDEY ASSOCIATES Project Name LAKES OF COPPELL Project Location COPPEGL TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON _ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE ON Boring Job Drawn by Approved By TP #14 92020 Jr JIB TEST DATA FT. FT. FT. BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT Architect/Engineer DAN DOiE AS.9OCIAT. Project Name TAKES OF OJPPELL Project Location comm., iiincAS SS- ST- A- C- ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON SAMPLER TYPE DRIVEN SPLIT SPOON PRESSED SHELBY TUBE CONTINUOUS FLIGHT AUGER ROCK CORE TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION 9.0 V AFTER HRS. WATER ON RODS FT. FT. FT. Boring Job Drawn by Approved By TP $15 92020 JI Ju TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -5 -92 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft.z Pocket Penetrometer Tons /Ft.z Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -5 -92 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. Method 1IAMOE Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO SAMPLE TYPE SURFACE ELEVATION Tan SANDY CLAY(CL) FILL 1' J SHALE FILL 5' 2 3 4— 5- 6- 7 8— Brown fine SAND(SP) -roots at 6' 8.5' Gray CLAY(CH) HIMICIK OF .i i' PIT @9' Client HEATH KNIGHT Architect/Engineer DAN DOiE AS.9OCIAT. Project Name TAKES OF OJPPELL Project Location comm., iiincAS SS- ST- A- C- ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 RECORD OF SUBSURFACE ON SAMPLER TYPE DRIVEN SPLIT SPOON PRESSED SHELBY TUBE CONTINUOUS FLIGHT AUGER ROCK CORE TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION 9.0 V AFTER HRS. WATER ON RODS FT. FT. FT. Boring Job Drawn by Approved By TP $15 92020 JI Ju TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT Architect/Engineer DAN D0611D ASSOC Project Name TARES OF COPPE[d, Project Location C(iPPEU, TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE :P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH 9 AT COMPLETION DRY V AFTER HRS WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #16 92020 JIB JIB TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. Method BACKROE Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tan and brown SANDY CLAY(CL) FILL L II III IIIIIIIIIIIIIIIIIIIII111 IIIIIII N M er Lt) 10 N a Tan SAND(SP) Tan SANDY CLAY(CL) L Gray fine SAND(SP) 6.5' Gray CLAY(CH) 8 Gray fine SAND(SP) Burna4 OF ri si PIT @9.5' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT Architect/Engineer DAN D0611D ASSOC Project Name TARES OF COPPE[d, Project Location C(iPPEU, TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE :P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH 9 AT COMPLETION DRY V AFTER HRS WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #16 92020 JIB JIB TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH Sr KNIGHT Architect/Engineer DAN DC/ADEY ASSOCIATES Project Name LAKES OF COPPE[d, Project Location COPPE[L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 1- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH G' AT COMPLETION DRY V AFTER HRS WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #17 92020 JIB TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -5 -92 Hammer Wt. lbs. Passing No. 200 1% Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. in. Method BN KEIOE Shelby Tube OD SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Tan CLAYEY SAND(SC) and SANDY CLAY(CL) intermixed FILL 2.5' 1 2 3 4 5 6- Gray SILTY FINE SAND(SM) FILL 4.5' r Gray CLAY(CH) -roots at 4.5' 5.5' Light gray SILTY FINE SAND(SM) 6.5' 7 8 Gray CLAY(CH) S`r HUMOR OF T PIT @8' Client HEATH Sr KNIGHT Architect/Engineer DAN DC/ADEY ASSOCIATES Project Name LAKES OF COPPE[d, Project Location COPPE[L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 1- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH G' AT COMPLETION DRY V AFTER HRS WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #17 92020 JIB TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT Architect/Engineer DAN DAY ASSOCIATES ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 Project Name LAKW OF QOPPELL Project Location Of1PPELL, TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY C AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION Boring Job Drawn by Approved By TP #18 92020 J III$ TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -5 -92 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. I Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 92 Hammer Drop in. Foreman Spoon Sampler OD in. Rock Core Dia. in. Method BAC'KME Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO SAMPLE TYPE SURFACE ELEVATION Brown and gray CLAY(CH) intermixed with SANDY CLAY(CL) FILL rebar at l' 1' Tan CLAYEY SAND(SC) -with sand and gravel below 2.5' 3 2— 3 4 Light gray CLAY(CH) 5 6 BOrnom (P TEST PIT @6' Client HEATH KNIGHT Architect/Engineer DAN DAY ASSOCIATES ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 Project Name LAKW OF QOPPELL Project Location Of1PPELL, TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE 4- CONTINUOUS FLIGHT AUGER ROCK CORE ;P- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY C AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION Boring Job Drawn by Approved By TP #18 92020 J III$ TEST DATA FT FT FT BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT Architect/Engineer DAN DQA1dEY AS.90CIATE.� Project Name TAKT?S OF COPPELL Project Location MPUE L, 'MONS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY C AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #19 92020 JIB JIB TEST DATA BORING METHOD RSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons t. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index J Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. Method RACRHOE Shelby Tube OD in. SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION an SANDY CLAY(CL) 3' 1- 2 3 1 Tan and light gray SAND(SP) -wet at 3.5' clayey below 4' 6' 4- 5 6 7 Light gray SHALE MITCH OF 'LEST PIT @7' Client HEATH KNIGHT Architect/Engineer DAN DQA1dEY AS.90CIATE.� Project Name TAKT?S OF COPPELL Project Location MPUE L, 'MONS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 SAMPLER TYPE SS DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY C AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #19 92020 JIB JIB TEST DATA BORING METHOD RSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT Architect/Engineer DAN DONDEY ASSOCIATES Project Name LAKES OF CX PPELL Project Location COPPELL TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #20 92020 JIII JIIR TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. Method BACKHOE Shelby Tube OD in. SYMBOL 1 SOIL CLASSIFICATION STRATUM DEPTH 'DEPTH SCALE SAMPLE NO SAMPLE TYPE SURFACE ELEVATION Brown SANDY CLAY(CL) FILL 2.5' 1— 2— 4 5- 7 8 Gray SHALE FILL 3.5' Tan SILTY FINE SAND(SM) FILL 5' Gray FINE SAND(SP) -roots at 5' BOTTOM OF '[1 1' PIT @9' ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client HEATH KNIGHT Architect/Engineer DAN DONDEY ASSOCIATES Project Name LAKES OF CX PPELL Project Location COPPELL TEXAS SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE EXPLORATION FT FT FT Boring Job Drawn by Approved By TP #20 92020 JIII JIIR TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Client HEATH KNIGHT Architect/Engineer DAN DC DEY ASSOCIATES Project Name LAKES OF COPPEGL Project Location COPPE[L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE "A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE ON FT FT FT boring Job Drawn by Approved By TP #FL L 92020 JIS JIH TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING Date Date Drill Foreman Inspector Boring DRILLING AND SAMPLING INFORMATION Started 2 -5 -92 Hammer Wt. lbs. Passing No. 200 Texas Cone Penetration Test Blows /Ft. Standard Penetration Test N. Blows /Ft. Unconfined Compressive Strength Tons /Ft. Pocket Penetrometer Tons /Ft. Natural Dry Density lbs. /cu. ft. Water Content LL Liquid Limit PL Plastic Limit PI Plasticity Index Completed 2 -5 -92 Hammer Drop in. Spoon Sampler OD in. Rock Core Dia. in. in. Method BN KHOE Shelby Tube OD SYMBOL SOIL CLASSIFICATION STRATUM DEPTH DEPTH SCALE SAMPLE NO. SAMPLE TYPE SURFACE ELEVATION Brown and tan CLAY(CH) FILL 3.5' 1— 2— 3 5 6— Gray CLAY(CH) brown to 4.5' -sand seam at 4.1' 8 8 Gray SHALE BO1'1(4 OF TEST PIT @8.5' Client HEATH KNIGHT Architect/Engineer DAN DC DEY ASSOCIATES Project Name LAKES OF COPPEGL Project Location COPPE[L, TEXAS ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 SAMPLER TYPE SS- DRIVEN SPLIT SPOON ST- PRESSED SHELBY TUBE "A- CONTINUOUS FLIGHT AUGER C- ROCK CORE CP- TEXAS CONE PENETRATION TEST GROUNDWATER DEPTH V AT COMPLETION DRY V AFTER HRS. WATER ON RODS RECORD OF SUBSURFACE ON FT FT FT boring Job Drawn by Approved By TP #FL L 92020 JIS JIH TEST DATA BORING METHOD HSA HOLLOW STEM AUGERS CFA- CONTINUOUS FLIGHT AUGERS DC DRIVEN CASING MD MUD DRILLING EST VO. DATE ELEV. DEPTH SOIL M OPTIMUM MM Ti MAXIMUM La. MIT DENSITY PCP INFLAME MW IN PLACE DRY DENSITY PCP PER CENT COMPACTION COMMENT* 1 02/21 -1.0 1 2 17.0 106.9 24 100 93 1 -A 2 02/21 -2.0 7 15.5 109.4 14 110 100 1 -A 3 02/21 -3.0 7 15.5 109.4 21 107 97 1 -A 4 02/21 -4.0 7 15.5 109.4 22 104 95 1 -A 5 02/21 -5.0 2 18.0 103.7 24 100 97 1 -A 6 02/21 -6.0 3 22.6 92.2 25 93 100 2 -A 7 02/21 -7.0 3 22.6 92.2 25 93 100 2 -A 1 TEST PIT #22, BLOCK F, LOT 14, CENTER 2 TEST PIT #22, BLOCK F, LOT 14, CENTER 3 TEST PIT #22, BLOCK F, LOT 14, CENTER 4 TEST PIT #22, BLOCK F, LOT 14, CENTER 5 TEST PIT #22, BLOCK F, LOT 14, CENTER 6 TEST PIT #22, BLOCK F, LOT 14, CENTER 7 TEST PIT #22, BLOCK F, LOT 14, CENTER ST LOCATION: PROJECT: TEST DATA: FILL c. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 6, 1992 OUR REPORT NO. 92020 FILL ESTIMATE 6.00 Respectfully Submitted, ALPHA TESTING, INC. TI T r DATE ELEY' [IEITN SOIL ID OPTIMUM MOI E MAXIMUM LAM DRY DENSITY ICI IN Mo. E IN •LACE DRY DENSITY I CI PE■ CENT COMPACTION COMMENT* 02/21 -1.0 3 7 19.0 100.8 20 96 95 1 -A 2 02/21 -2.0 3 7 19.0 100.8 21 92 91 1 -B 02/21 -3.0 3 22.6 92.2 24 90 98 1 -A 4 02/21 -4.0 1 16.0 110.0 20 102 93 1 -A 02/21 -5.0 1 16.0 110.0 20 98 89 2 -B 02/21 -6.0 1 16.0 110.0 17 109 99 2 -A 1 4 6 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 4 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS F..JJECT: LAKES OF COPPELL COPPELL, TEXAS TEST DATA: "E LOCATION: I. LL 2. NATURAL SUBGRADE 3. LIME STABILIZED 3. DATE: A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 FEBRUARY 21, 1992 FILL ESTIMATE 5.50 TEST PIT #23, BLOCK F, LOT 33, CENTER TEST PIT #23, BLOCK F, LOT 33, CENTER TEST PIT #23, BLOCK F, LOT 33, CENTER TEST PIT #23, BLOCK F, LOT 33, CENTER TEST PIT #23, BLOCK F, LOT 33, CENTER TEST PIT #23, BLOCK F, LOT 33, CENTER Respectfully Submitted, ALPHA TESTING, INC. r .ST DATE ELE V. DE ►TH son. 10 NUMDER OPTIMUM M I, MAXIMUM LA• DRY DENSITY PCP IN PLACE MOTS 11 IN PLACE DRY DENSITY DRY PER CENT COMPACTION COMM[NT 1 02/21 -1.0 1 16.0 110.0 25 102 93 1 -A 2 02/21 -2.0 2 3 20.3 98.0 20 93 95 1 -A 3 02/21 -3.0 1 16.0 110.0 17 108 98 1 -A 4 02/21 -4.0 1 16.0 110.0 21 106 97 2 -A 5 02/21 -5.0 3 22.6 92.2 27 94 102 2 -A —6 02/21 -6.0 3 22.6 92.2 28 94 102 2 -A 1 TEST PIT #24, BLOCK F, LOT 31, CENTER 2 TEST PIT #24, BLOCK F, LOT 31, CENTER —3 TEST PIT #24, BLOCK F, LOT 31, CENTER 4 TEST PIT #24, BLOCK F, LOT 31, CENTER 5 TEST PIT #24, BLOCK F, LOT 31, CENTER 6 TEST PIT #24, BLOCK F, LOT 31, CENTER TESTED FOR: DALLAS, TEXAS ROJECT: TEST DATA: T LOCATION: 1 FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 HEATH AND KNIGHT LAKES OF COPPELL COPPELL, TEXAS DATE: REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 920 20 FEBRUARY 21, 1992 FILL ESTIMATE 3.50 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST Respectfully Submitted, ALPHA TESTING, INC. 'EST NO. DATE ELEV. bE ►TM SOIL 10 NUMw[w OPTIMUM woI E 16 MAXIMUM LAST DE DENSITY ►C• IN ►LAC[ MoI E IN PLACE DOT DENSITY ►C► •Ew CENT COM ►ACTION COMMENT.' 1 02/21 -1.0 1 2 17.0 106.9 21 104 97 1 -A L 2 02/21 -2.0 1 16.0 110.0 18 106 97 1 -A 3 02/21 -3.0 1 16.0 110.0 17 112 102 1 -A 4 02/21 -4.0 2 18.0 103.7 22 98 95 1 -A 5 02/21 -5.0 2 18.0 103.7 22 96 93 1 -A L TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS PROJECT: TEST DATA: EST LOCATION: TEST PIT #25, BLOCK C, LOT 5, CENTER TEST PIT #25, BLOCK C, LOT 5, CENTER TEST PIT #25, BLOCK C, LOT 5, CENTER TEST PIT #25, BLOCK C, LOT 5, CENTER TEST PIT #25, BLOCK C, LOT 5, CENTER 1 2 3 4 5 FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 LAKES OF COPPELL COPPELL, TEXAS DATE: REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST FEBRUARY 21, 1992 FILL ESTIMATE 5.00 Respectfully Submitted, ALPHA TESTING, INC. :ST DATE EL EV. [f[•TM -1.0 •oi.. io NUM •ER 1 w0� OPTIMUM 3 16.0 MAXIMUM LA• OEr DENSITY •C• 110.0 IN PLACE MOISTURE 20 IN PLACE DRY DENSITY •C• 101 PEN CENT COM•ACTION 92 C OMMENT 1 -B 1 02/21 2 02/21 -2.0 4 12.8 117.2 17 109 93 1 -A y 3 02/21 -3.0 5 13.4 113.5 19 105 92 1 -B 4 02/21 -4.0 4 12.8 117.2 16 111 94 1 -A 5 02/21 -5.0 5 13.4 113.5 20 104 91 1 -B 6 02/21 -6.0 5 13.4 113.5 21 102 90 1 -B TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS ROJECT: LAKES OF COPPELL COPPELL, TEXAS TEST DATA: T IT LOCATION: TEST PIT #26, BLOCK C, LOT 28, CENTER TEST PIT #26, BLOCK C, LOT 28, CENTER TEST PIT #26, BLOCK C, LOT 28, CENTER TEST PIT #26, BLOCK C, LOT 28, CENTER TEST PIT #26, BLOCK C, LOT 28, CENTER TEST PIT #26, BLOCK C, LOT 28, CENTER 1 2 —3 4 5 6 1 :ILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS DATE: FEBRUARY 21, 1992 OUR REPORT NO. 92020 FILL ESTIMATE 11.0 Respectfully Submitted, ALPHA TESTING, INC. EST VO DATE sully. nR ►TM son. ID NU OPTIMUM MoI y MAXIMUM LA• •wr oiN•Irr ►C► IN PLACE MoI IN PLACE owr RtNAITr ►C► PER CENT CON ►ACTION COMMENT* 1 02/21 -1.0 4 12.8 117.2 10 123 105 1 -A 2 02/21 -2.0 3 22.6 92.2 27 92 100 2 -A 3 02/21 -3.0 3 22.6 92.2 26 96 103 2 -A 1 TEST PIT #27, BLOCK E, LOT 6, CENTER 2 TEST PIT #27, BLOCK E, LOT 6, CENTER 3 TEST PIT #27, BLOCK E, LOT 6, CENTER ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS PROJECT: TEST DATA: :ST LOCATION: FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED LAKES OF COPPELL COPPELL, TEXAS DATE: REPORT OF FIELD COMPACTION TESTS OUR REPORT NO. 92020 FEBRUARY 21, 1992 FILL ESTIMATE 1.50 A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST Respectfully Submitted, ALPHA TESTING, INC. r ST p DATE ELE V. DE ►TM /OIL ID NUMBER OPTIMUM MOISTURE MAXIMUM LA• DRY OEN•ITY ►Cr IN PLACE MOI• IN DRY DENSITY •Cr PER CENT COMPACTION COMMENT I 1 02/21 -1.0 4 12.8 117.2 13 113 97 1 -A 2 02/21 -2.0 2 18.0 103.7 24 96 92 1 -B ROJECT: TEST DATA: T tT LOCATION: 1 2 1. 'ILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4. ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: HEATH AND KNIGHT DALLAS, TEXAS LAKES OF COPPELL COPPELL, TEXAS DATE: OUR REPORT NO. 92020 TEST PIT #28, BLOCK C, LOT 8, CENTER TEST PIT #28, BLOCK C, LOT 8, CENTER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS D. RETEST REPORT OF FIELD COMPACTION TESTS FEBRUARY 21, 1992 FILL ESTIMATE 7.00 Respectfully Submitted, ALPHA TESTING, INC. Client: Heath and Knight. Inc. Project Name 9 2 0 2Sifi D Our Report No.: Soil Classification OF CALCAREOUS NODULES CL TP-8 NO-1' 1 ASTM D-699 Soil I.D. Number: Test Method 110. 0 16. 0 Optimum Moisture Content Maximum Dry Unit Weight Liquid Limit ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Lakes of Coppel TAN SANDY CLAY WITH INTERMIX Plasticity Index 21 pcf 135 lLk. NM. Vik 111 li alanialln iu. IMearla h 0•M••11 IINIENNE• ••••••••:11; MIMI! INOMPI• Illi •1111•■••■•111 INE•111•111111•• •••••11••■7.0L 1 =MI NIMILIE 011110.1TInnirT4OL NEIN MEN WWII. MOM II•• •WILIk. INIMILle.•••••111•11111•1111110•0 11••=1 on•••••••■M MINIM MEM MOM 11111=11111111111111 MEM MOM MUM 1111111111111111MINNEM111111 IN 11111111111111mm INENIMMI INIIMMNI MUNE •MII:E0 NM 4 t .4 4- V h 1- r 4. -1- r t 4 4- r 4- 4. 1 t t 1 4 130 125 120 115 110 105 100 95 85 80 75 0 10 15 20 MOISTURE CONTENT REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 25 30 35 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 40 45 135 130 125 120 115 110 105 D 1 0 95 85 80 0 4---4 -1--4-• I -4- -4- 1 4 4 4. -4- —4- 4- —4- -4- 4. -4- 1 4- 4- 4 4 -t- --t--- -4-- 4 4- if r 4 4- 1 90 i 1 4 4 I t I t t I 1. 4- -4-- 4 -1-- 4 i 4.- I i I -1-- 4 -I- -I-- .4— -f--.- i i 1 4 I 1 4 4- -i- -1- -t- 1- I.- 1- t ___4_ -i--4 4 i I I 4 4 4 4- 4- 4.- ---4. 4 ,4 I• -4 4 -4- 4 -4 4- 4 -i- 4--f to 4 4- 4 4 i• t 4 4- -4- 4- 4 4- 4- H.- -0 5 10 I 15 20 Client MOISTURE CONTENT ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Heath and Kni. cihL :[r c: Lial of' Copp el 1 Project Name 2 Date Our Report No 92020 DARK Soil Classification. BROWN CLAY (CH) TP-8 Nc3-- 2 PI S T M Soil I.D. Number Test Method 8 Maximum Dry Unit Weight' 103.8 pcf Optimum Moisture Content 18.2 Liquid Limit r,.: Plasticity Index 29 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 25 f 30 35 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 40 45 J 1 Client ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 H E.? t h and Knight., Inc. L. al I.:: o of COppEn..1 Project Name Our Report No.: 92020 BRAY SHALE (CH) Soil Classification TP 11 5' ASTM D-698 Soil I.D. Number: Test Method* 92.2 Maximum Dry Unit Weight Optimum Moisture Content Liquid Limit 54 Plasticity Index 22.6 Date9 2/°9/9:2 pcf 135 130 12 120 115 4-- 110 U 105 3 100 >4 I a 11•••••11••••••111111 MOM MINIMIIIMI IMINI•11111111‘11•• EMI MINN Ell WI I NI•• MEM =ER MN laL.111•• Lk. mmtml lo; U. .111111111. A Inammoirommil. mommonammehn. mmommossummibmr alisirmumumme+. orniminlINBC.il■ =1 ISRA•••••••1111••••••63101■ 1 go Maiiidommunom ••111•1111111111111••••••••11111•1111•M•1110111. IMMIIIIIIIINIII=MINE•1111111•1015•11•1•111M■11011. -4- -4- 4- -4- 4 -4- 4- -4- -4-4 4- -4- 4 t t 4 4- 4 4 4- 4._ _4_ 4 4- -4- -44 t t 95 85 80 75 0 10 15 20 25 MOISTURE CONTENT REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 30 35 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 40 45 Client ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Heath and Kr i c3ht, Inc:. L.a es o-f Cop p el1 Project Name Date CLAY (CL.) Our Report No.: 9202 DAPV: BROWN SANDY Soil Classification TP NB 2' 4 ASTM D-69E3 Soil I.D. Number: Test Method' Maximum Dry Unit Weight 117.2 pcf 2. Optimum Moisture Content 1 8 Liquid Limit 27 Plasticity Index 1F 135 VIL !Oh. MEN MIN= =EMI ME• 1111.011.111.111001111M11. MOW_ MIN In M IME MUM MEMIIINNIN MUMUMMIIMMIEW.OL 0 .1111111111 .11111 113MEIMPL I MIPM11%. ME= 1111111111111.1111.11111111111111= En= 11111110■11 MIME •I•• MEM MNII• =MEN I UU. 111•11110111; II MO IHININIIII•111111111M 1.11111111111:1111112kN, MIME =MIN M1111010 r 4 4 -4 r 1- -4 -4,4 t t1t t r t t 4- 130 125 120 115 110 105 100 95 85 75 0 10 15 20 25 MOISTURE CONTENT REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 35 40 45 135 130 125 120 115 110 105 100 95 85 80 75 0 5 10 15 20 Client Liquid Limit 25 MOISTURE CONTENT ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Heath k.rii cjht. Development Co. La Co Lir ,oppell, Teas Project Name 92020 Date g 17/92 Our Report No.: DARK BROWN SANDY CLAY (CL) Soil Classification' OE 11, Mill Ne:, Mi =r4• 11 1 MENNIE•11111•0■7_ ••••••••.II:k WITIM•••••1111E11117.016 11 MIN WIlel■ 0111•111111111•0110. M111•11N1•11•••••••0111ill. ImmummbwiL ININELINIMENIONS:. t 4-4 4-- 4- -4- -4 t t Soil I.D. Number: Test Method. ASTM D--6.)98 Maximum Dry Unit Weight 1 13. 5 3. Optimum Moisture Content. 1 4 35 Plasticity Index 1 0 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 40 2.80 2.70 2.60 45 pcf 9/ Heath Kni ght Devel ogment Co. Lakes of Coppel 1 Coppel 1 as Project Name Our Report No. 92 020 LIGHT BROWN SAND (Sc:) Soil Classification Client ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 DMe02 /1 7 97 6 ASTM Soil I.D. Number: Test Method D-98 Maximum Dry Unit Weight: 11 7;_ 9 pcf 1.,. Optimum Moisture Content 3 U Liquid Limit 1,., Plasticity Index N/P 135 4 -4- 4- 1 4 a-- 1 1 1 EMEMIMEM MMIMMUNIAMMEMMEMMINNIBMWL NM II IMMINIEMM IIMMINEMMUMENEMEMIMMEOft MEMO MMEE I IIIIIMMIMMIIIMOW- III •MIIMOMOMMAIIA. IMM MM MO MMIIIMMEME••MO.OL IMMIMMMEMN MOM NIMMMINIMMEMEMMONW =EU MOMMMIIIIIIE 1101MMINUMONN■ al" PrardlimPii‘ VIM IIIMMIIIMIOMMMEMBEMMIE4. mUMMMEEMMIMI.S. MMIIIMMOOMMEMMEMIUMMOM. •MMMEMEMMOMOMMEMOMMEMINMOM. MENEM= 11111MINOIENINIMININNIIMMEMIIMMIICIII. t 1 1 I 4 1 -1- --4- -1- -4- t 1 1 1 t -4 4 -4 t 4 1- !I• I 1' 4- t 4 t a 4 t a— 130 125 120 115 110 95 85 80 75 0 5 1 0 15 20 MOISTURE CONTENT "/o REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 25 30 35 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 40 1 135 130 12 120 115 95 85 80 75 0 10 15 20 MOISTURE CONTENT ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620 -8911 Client. HEATH KNIGHT Project Name LAKES OF COPPELL Our Report No.: 92020 COPPELL, TEXAS Date' 02/23/92 Soil Classification- TAN AND GRAY SANDY CLAY (CL) TP#23 Tr •N q�� ■q H n�� •T ■N ■N■■■ ■M ■111111•••••■ ■011\■ 111111111111 ?A N •N•■■ ■�NN �N ■��N�� i 011 I■■ •■•N••LIWI• off ■■i VIM Soil I.D. Number: 7 Maximum Dry Unit Weight Optimum Moisture Content Liquid Limit 36.0 25 30 35 40 Test Method ASTM D -698 109.4 pcf 15.5 Plasticity Index 19.0 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 2.70 2.60 45 J J J 135 MINI =NM MIMS w■ 1\ i N •N'■■ ••••,1110111 ■►111N ■i'& t t -t t t i I i I t i. ■■■■w■ ■w■ ■NN■■M■■ 04. r MENU w w��;. w MiwN■ ■.h.‘ N NI t 1��1 Pi �tilig\ 1� Ell M.■ Mk w EN II N■■�w� •■■■••••N �1~111. 1- t t 4 4 4- 1 t 130 125 120 115 110 105 100 95 80 75 0 5 Client HEATH AND KNIGHT Project Name LAKES OF COPPELL COPPELL TEXAS Our Report No.: ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620 -8911 92020 Soil Classification DARK GRAY CLAY (CH) (FROM GREGORY PET) Soil I.D. Number: 8 Test Method ASTM F -698 Maximum Dry Unit Weight 88.0 pcf Optimum Moisture Content 26.8 Liquid Limit 69 Plasticity Index 42.0 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 10 15 20 25 30 35 40 MOISTURE CONTENT 2.80 2.70 2.60 Date 02/13/92 ZERO AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF