Document vVKR6y9g2NRexJkadvjbqaq09

C o n stru ctio n Materials Engineering ami Testing g E n vironm ental Engineering and Consulting G eotechnical Engineering m Analytical Sen dees m TRANSMITTAL TO: Weston Solutions, Inc._________ __ DATE: March 23. 2005______ P.O. Box 1203__________________ TTL JOB NUMBER: 020504-041 Madison. AL 35758______________ ATTN: Mr. Tim Frinak________ PROJECT: Reference No. 02181-129-081-0001 _______________ Decatur. AL____________________ WE ARE SENDING YOU: HEREWITH UNDER SEPARATE COVER 24 Grain Size Distributions and 14 Grain Size Distribution with Hydrometers for samples listed on Weston Solutions Chain of Custody / Analysis Request Form dated 12/08/04 (copy attached1} REMARKS: TTL, Inc. Oscar M. Gay, P.E F:\S004\020504i041 - Weston - Lab TestsngLDecember 2004 - LabwerlrtTRN - T ('ri'tak.wpei 31 0 Bank Street m Decatur, Alabama 35601 m 2 5 6 .3 5 3 ,2 3 1 0 tt Fax 2 5 6 .3 5 3 ,3 9 4 4 CHAIN OF CUSTODY / ANALYSIS REQUEST FORM EXYGEN RESEARCH SAMPLE RECEIVING T: 814-231-8032 F: 814-231-1580 3048 Research Drive State College, PA 16801 PAGE 1 of 2 PROJECT INFORMATION Client: Weston Solutions, Inc. 1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401 Project Manager: Jai Kesart email: i.kesari@westonsolutions.com Project Name: Reference No: Decatur, Alabama 02181-129-081-0001 ANALYSES REQUESTED Sampler: Charles Young P.O. #: Quotation #: SAMPLE ANALYSIS ExyLIMS # Client Sample Identification DL3 SD LOC001 0 041201 DL3 SD LOC002 041201 DL3 SD LQC003 041201 DL2 SD LOC001 041201 DL2 SD LOC002 041201 DL2 SD LOC003 041201 DBC SD LOC01 041202 DBC SD LOC002 041202 DBC SD LOC003 041202 DOU SD LOC001 041202 DOU SD LOC002 041202 DOU SD LOC003 041202 DL1 SD LOC001 041202 DL1 SD LOC002 041202 Collection Date 1-Dec-04 1-Dec-04 1-Dec-04 1-Dec-04 1-Dec-04 1-Dec-04 2-Dec-04 2-Dec-04 2-Dec-04 2-Dec~04 2-Dec-04 2-Dec-Q4 2-Dec-04 2-Dec~04 Collection Time 13:00 13:05 13:20 14:50 15:10 15:20 8:50 9:00 9:15 9:50 10:00 10:15 11:50 11:50 X X X X X c *8m8 zo oo Sample Matrix 1 Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment CHAIN OF CUSTODY Cooler ID No. Relinquished By: > Date Time Received By: t ifa 7 7 X. /' Cooler Temp. (C) Date Time 7 / ----- Comments X X X PROJECT REQUIREMENTS iResulis Deadline: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data __ Other: I CHAIN OF CUSTODY / ANALYSIS REQUEST FORM EXYGEN RESEARCH SAMPLE RECEIVING T: 814-231-8032 F; 814-231-1580 3048 Research Drive State College, PA 16801 PAGE 2 of 2 PROJECT INFORMATION Client: Weston Solutions, Inc. 1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401 Project Manager: Jai Kesari email; i.kesari@westonsolutions.com Project Name: Reference No: Decatur, Alabama 02181-129-081-0001 ANALYSES REQUESTED Sampfer: Charles Young P.O. #: Quotation #: SAMPLE ANALYSIS ExyLIMS # Client Sample Identification DL1 SD LOC003 0 041202 DMC SD LOC001 041202 DMC SD LOC002 041202 DMC SD LOC003 041202 DAA SD LOC006 041202 DAA SD LOCOOS 041202 DAA SD LCQ04 041202 DAA SD LC003 041202 DAA SD LOC002 041202 DAA SD LOC01 041202 Collection Date 2-Dec~04 2-Dec-Q4 2-Dec-04 2-Dec-04 2-Dec-04 2-Dec-04 2-Dec-G4 2-Dec-04 2-Dec-04 2~Dec~04 Collection Time 11:55 13:05 13:10 13:20 16:00 16:20 16:35 16:45 17:00 17:05 O X X *O5. BO 2E O 1 Sample Matrix Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Sediment Comments X X CHAIN OF CUSTODY Cooler ID No.: Cooler Temp. (C) Relinf'WqLu!ished By? / ' Date Time Received By: Date Time __ ........................' 77 m PROJECT REQUIREMENTS [Results Deadline: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other: I CHAIN OF CUSTODY / ANALYSIS REQUEST FORM Tuscaloosa Testing Laboratory T: 256-353-2910 PAGE / of 2 . PROJECT INFORMATION Client: Weston Solutions, Inc. 1400 Weston Way, Bldg, 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401 Project Manager: Jai Kesari emiS: i,ke$ari(5>westonsolutions.coir Project Name: Reference No: Decatur, Alabama 02181-129-081-0001 ANALYSES REQUESTED Sampler: I Frinak, A Murphy SAMPLE ANALYSIS P.O. #: Quotation #: ... " 11" Grab Sample Composite No. Of Containers Grain Size with Hydrometer ExyLIMS # |Client Sample Identification j DF06 ! SB ! 132R 0 ! oooo DF6 SB 132R 0 0005 DF06 SB 132R 0 0010 DF6 SB 132R 0 0020 DF6 SB 132R 0 0050 DF06 SB 132R 0 0445 DFQ6 SB 133R 0 0000 DFG6 SB 133R 0 0005 DF06 SB 133R 0 0010 DF6 SB 133R 0 0020 Collection Collection | Date Time 7-Dec-04 7:40 7-Dec-04 7:45 7-Dec-04 7:55 7-Dec-04 8:10 7-Dec-04 8:19 7-Dec-Q4 11:35 7-Dec~04 12:50 7-Dec-04 13:10 7-Dec-04 13:20 7-Dec-04 ; 13:30 Sample i.. ..... .... Matrix Comments X 1 SOIL 0-3 INCHES X X 1 SOIL 0.5-1.0 FEET 1 X X 1 SOIL 1.0-1.5 FEET X X 1 SOIL 2.0-2.5 FEET X X 1 SOIL 5.0-5.5 FEET Xj X 1 SOIL 44.5-46.0 X X 1 SOIL 0-3 INCHES X X 1 SOIL 0.5-1.0 FEET X X 1 SOIL 1,0-1.5 FEET X X 1 : SOIL 2.0-2.5 FEET X PROJECT REQUIREMENTS C H A IN O F JJ T O D Y Cooler ID No.: Cooler Temp. (C): Results Deadline: /^ / s /w 77 Time Received By: If? Date i2 /g M jT J Time Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Conduct Hydrometer Test if Warranted. Add Raw Data Other: CHAIN OF CUSTODY / ANALYSIS REQUEST FORM Tuscaloosa Testing Laboratory T: 256-353-2910 PAGE o f L. PROJECT INFORMATION Clieni: Weston Solutions, Inc. 1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401 Project Manager: Jai Kesari erneill: i.kesariioiwestonsolutions.corr1 Project Name: Reference No: Decatur, Alabama 02181-129-081-0001 ANALYSES REQUESTED Sampler: T Frinak, A Murphy P.O. #: Quotation #: Grab Sample Composite No. of Containers Grain Size with Hydrometer SAMPLE ANALYSIS ExyLIMS # Collection Client Sample Identification [ ! Date DF06 SB 133B 0 0000 7-Dec-04 DF06 SB 133B 0 0005 7-Dec-04 DF06 SB 1338 0 0010 7-Dec-04 DF6 SB 133B 0 0020 7-Dec-04 Collection Time 14:10 14:15 14:25 14:40 Sample IX 1 Matrix SOIL X 1 SOIL X 1 SOIL X 1 : SOIL Comments 0-3 INCHES 0.5-1.0 FEET X X X X PROJECT REQUIREMENTS Results Deadline: Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other: Project No, 02QSQ4 - Q41 Client Weston Solutions Project GRAIN SIZE DISTRIBUTION _______ -........... ... ................... Sampled by: Client Sample Location: J i n site Date: 12/7/20Q4 COBBLES Sample ID DF06-SB-133B--5 GRAVEL coarse fine coarse SAND medium fine SfLT OR CLAY Description % S ilt-27.2 % C lay-29,9 wc (%) LL PL Pi Cc Cu D100 D60 D30 D10 %G ravel %Sand %Srit %Ciay 0.1 0.0 42.9 57,1 Technology and Tradition Project No, 2Q5Q4-041 Client WestoplSqIutions Project GRAIN SIZE DISTRIBUTION Sampled by: C lien t- Sample Location: on s ite Date: A2LU2QA F:\S004\D2QSQ4W1-VVi;~-nS0iL2. GP J ^VUr , P,L, Lr"O I GRAVEL | coarse fine Sample ID DF06-SB-133B-0-Q010 GRAIN SIZE IN MILLIMETERS coarse SAND med.i.um j fri.ne | Ij OIL. 1 Description % Silt - 30.8 % Clay - 37.0 OLtt 1 | Ij wc (%) LL PL PI Cc Cu D100 D60 D30 D10 %G rave! %Sand % Siit %Clay 0.1 0.0 32.2 67,8 Technology and T ra d itio n Project No. Client -J & a s io n S o lu iin o s - Project 3M - B o rin gs ^Decatur, Al-- GRAIN SIZE DISTRIBUTION Sampled by: JCMj&Il Sample Location: Date: .S. S10/E OPENING IN INCHES HYDROMETER 3f9/05 Report: 2003 SIEVE ANALYSIS 100 1 0.1 COBBLES Sample ID DFQ6-SB-1338--02O GRAIN SIZE IN MILLIMETERS GRAVEL coarse fine SAND [ coarse j medium [ fine SiLTO R C LAY - .... -- -- Description % Silt -30.2 % C lay-37.0 0.001 wc (%} ! LL PL ! Pi Cc Cu D100 j ........ I 4.7 D60 0 D3 0 D1 % Gravel %Sand 0.0 32.8 %Si!t %Clay 67.2 F;\2004VS2.0S04\Q41 WE ~ US 0 U,2. GPJ Project No Client J f iie s ia ^ M iii a Projeci 3M - Borings Decatur, A L _ GRAIN SIZE DISTRIBUTION Sampled by: C lie n ts Sample Location: ,,QLSit& Date: 12/Z/2QS4 ,__ 3/10/05 Report.2003 SIEVE ANALYSIS FA2004 \Q2C6Q4\041- W E 1\ SO 1.2. GPJ COBBLES GRAVEL coarse fine Sample ID DF06-SB-132R~0~QQ00 GRAIN SIZE IN MILLIMETERS coarse SAND medium fine SiLT OR CLAY Description % Silt - 26.7 % Clay - 28.0 wc {%) LL I PL Cc Cu D100 D6 D30 D10 %Gravel %Sand %Slt I %Ciay 0.2 0,0 45.3 54.7 Technology and T ra d itio n Project No. Client Jfifesian Solutions Project GRAIN SIZE DISTRIBUTION Sampled by: j OUbjL - Sample Location: J lo jS tB , Date: ...12/Z/2QQ4. 3/11/05 Repoit2.QD3 SIEVE ANALYSIS F:\2004SQ20504\CVS 1 - WESTON LA8 TSTNG\SOH.2.GPJ COBBLES Sample ID DF6~SB~132R--5 GRAVEL fine GRAIN SIZE IN MILLIMETERS coarse SAND medium fine SILT OR CLAY Description % Silt -32.8 % Clay -34.0 D1 %G ravel %Sand % Silt I %Clay 0.1 33.0 68.8 Project No, 2QS4-041 Client J /e s iD a S c iitiiio s L Project 3M - Borings D^cator, Al___ __ _ GRAIN SIZE DISTRIBUTION Sampled by: J U le n l Sample Location: Date: A2I112QQA ss i VNv ' ^ / i s 'e o o S j o a f l y q ' r d 0 - e - i i o s \ C : ^ ^ COBBLES Sample ID DF06~SB~132R'-01 GRAVEL fine GRAIN SIZE IN MILLIMETERS coarse SAND medium fine SILT OR CLAY Description % Silt - 34.2 % Clay - 39.0 wc (%) LL PL P! Cc Cu D100 D80 D30 D10 %G ravel %Sand %Si!i %Clay 0.0 26.8 73.2 Technology end Tradition Project No. Q2Q504-Q41 C lie n t Weston Solutions Project GRAIN SIZE DISTRIBUTION Sampled by: Sample Location: on site Date: 3/3/OS Rapori:2003 Sit;VE ANAL YSIS 1- W E ~ 1\SQ1L2.GPJ COBBLES Sample ID 5B-133R-0-0000 GRAVEL coarse fine GRAIN SIZE IN MILLIMETERS SAND coarse ! medium fine SiLTO R CLAY Description % S ilt-35.0 % Clay - 30.0 LL PL Pi Cc Cu D1GG D6 D3 4.7 _ _j 0 D10 I % Gravel %Sand I 0.0 35.1 %Sr)t %Clay 65.0 Technology and T ra d itio n Project No. Client W e sto n S iM jQ rts Project 31VI - Borings GRAIN SIZE DISTRIBUTION Sampled by: Client.___ Sample Location: on site Date: 12/7/24. U.S. SIEVE OPENING IN INCHES 1 w to U.S. SIEVE NUMBERS HYDROMETER COBBLES Sample ID DF06-SB-133R-0-5 GRAVEL coarse ! fine 1 0.1 GRAIN SIZE IN MILLIMETERS SAND coarse j medium I fine Description (} 0.01 SILT OR CLAY 0.001 wc (%} LL PL Pi ! Cc Cu D10Q D60 D30 D10 %G ravel %Sand %Siit ! %Clay I I 12.5 0.1 0 0.6 37,2 62,2 Technology and Tradition