ML21120A249

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Cimarron Environmental Response Trust 2014 Design Investigation Report, Field Groundwater Sampling Report
ML21120A249
Person / Time
Site: 07000925
Issue date: 05/31/2015
From:
Burns & McDonnell, State of OK, Dept of Environmental Quality (DEQ)
To:
Office of Nuclear Material Safety and Safeguards
Shared Package
ML21120A281 List:
References
Download: ML21120A249 (43)
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Text

FIELD GROUNDWATER SAMPLING REPORT DATE:@ SITE: PIDREADING atWELLHEAD(ppm):10 PROJECT NUMBER: WEATHER:

WELL NUMBER DEPTH TOWATER (ft btoc):

PURGING TOTALDEPTH btoc):@

(ft '

CASING DIAMETER (inches): #-

Volume ell Calculation 1 welf volume (gallons) = initial height ofwater column (ft)n* 0.0408 *

(casing diameter (in))2 Equipment Used:

@ (Bailer) ,

Other Equipment Dedicated: yes /(nP D.O' DE Amount Flow Specific OR to 8,y Purged Rate pH (gals)ml/min)

  • @yP' Conductivity (gS/cm)

TurbWity y

(ft Water BTOC)

Observation Co 5 - "

7 A FTtorw m

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ow S S &%I 7* - S  % QC Quer L "

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o23 Llew oa $5 4.5 ;4a -

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a S a taa .4 6,Y;L - Tt 5 m

-Continued onbacE . -

SAMPQNG Equipment Used: Other Time Amount Flow Purged Rate pH SpecificU Temp' Conductivity Y 15ed Water (24 hr) (gafs)(mI/min) N (S/cm)@TU) W pg/Q (ft BTOC)

Observations E R,1 sa . 3 L6 tTY -

. L .

dr CW IDW TOTAL:@

SAMPLE ID:4/b@~ 6 SAMPLE IDFORQC A/4 PARAMETERS REQUESTED FORANALYSIS: 5 4/ Fe.a -

Pawn PRINT NAME d%*4v&3T*L SIGNATUR drA%,Fe/ta DATji PREPARED: w lrt ---

i FIELD GROUNDWATER SAMPLING REPORT DATE: SITE: PIDREADING atWELLHEAD(ppm):E PROJECT NUMBER: WEATHER:

WELL NUMBER DEPTH TOWATER (ftbtoc):d PUR.GI .G TOTAL DEPTH btoc):@

(ft CASING DIAMETER (inches) ellVolume Calculation Vt 1well volume (gallons) height of

= initial water column (ft)* 0.0408 *

(casing diameter (in))2 Equipment Used:

) (Bailer) Other

~

Equipment Dedicated: yes/@

Tme Amount Flow Purged Rate pH Temp Specific Conductivity Turbidity ORP D.O' Depth to Water Observations (24 br) (gals)(ml/min) FC) (gS/cm) (NTU) (mV)(mg/L) BTOC)

(ft ramA gg W----

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SAMPLING Equipment Used: (a Other Amount Flow SpecificTu Depthto (2 Purged Rate (gals)(mI/min) pH *@yP' Conductivity (S/cm) y4mV (g ) (ft Water BTOC)

Observations tiX$~ .1 too . ) 8 A IU 0. OT LEW-IDW TOTAL:@(

SAMPLE ID:@1 SAMPLE IDFORQC:

PARAMETERS REQUESTED FOR ANALYSIS:.b0 A/ #0 FRtbSFLV% ke fifoWf*4 L 4 a ha %

PRINT NAME .S.LQNATjURE DAIE PREPARED: e

E APPENDIX Geotechnical Laboratory Results

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-5 Report No:77959-5-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02 GT02(5-6.5)

Sample Date:02/03/2015 Sampled By: Client Specimen 5 Sample ID GT-W UA -02 G T-2 Sample Depth,feet 5.0 6.5 MoistureT e st Tare Num ber 66 TareMass, g 39.3 Wet Mass, g 165.8 Dry M ass. g 154.3 Mass ofMoisture,g 11.5 Mass ofSolidsg 115.0 Moisture,% by M ass 1O 0 .

DensityTest Wet Mass, g 19.3 Waxed Specimen Mass. g 20.5 lmm ersed M ass g . 87.

S.G.ofWax 0.860 WaxMass, g 1.2 WaxVolume, cc 1.4 Sample Volume, cc 10.40 Wet Density, pcf 115.7 DryDensity, pcf 105.2 Volumetrics S.G.ofSoilSolids(estimated) 2.730 M o isture % by Volume

, 16.9 Saturation,  % by Volume 44.1 V o idRatio (e) 0 619 Porosity (n) 0.382 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdmoA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-4 Report No:77959-4-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01GT2(7.5-9)

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown No.4 100

Description:

LeanClay with Sand No. 10 99 No. 40 98 Liquid Limit:31 No.100 95 Plastic Limit:15 No.200 80 PlasticityIndex: 16 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-6 Report No:77959-6-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA 03GT2 (5-6.5)

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown 3/8 inch 100

Description:

LeanClay with Sand No. 4 99 No. 10 97 Liquid Limit:33 No.40 96 Plastic Limit:15 No.100 93 PlasticityIndex: 18 No.200 76 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT ANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-5 Report No:77959-5 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02 GT02(5-6.5)

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown No.4 100

Description:

LeanClay with Sand No. 10 99 No. 40 98 Liquid Limit:33 No.100 95 Plastic Limit:15 No.200 79 PlasticityIndex: 18 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105(405)5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E. J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816 E.Newton St., Suite 110 TulSa, OK74116 (918)439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-4 Report No:77959-4-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie,OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01GT2(7.5-9)

Sample Date:02/03/2015 Sampled By: Client Sample I.D: Sample Depth:7.5-9 Sieve Analysis Dispersing Agent: Sodium Hexametaphosphate. 40 g/L Sieve  % Passing DispersionDevice: Apparatus A (mechanical stirringdevice) 3" 100 Soaking Time: 16 hours 2" 100 Stirring Time: 1 minutes 1.5" 100 Agitation Time: 1 minutes 1" 100 0.75" 100 10 1

  1. 40 99
  1. 100 96 ASTM GrainSize Tabulation
  1. 200 79.7 Description Size  % ThisSize Gravel <3" > #4 0 Parameter Result Coarse Sand <#4, > #10 0 D so <0.0009 m m M edium Sa nd <#10, > #40 1 D 20 <O.0009 m m FineSand <#40 > #200 19 D 30 0.0012mm Silt <0.074 mm, > 0.005 mm 42.6 D50 0.020 mm Clay < 0.005 mm 37.1 Deo 0.037 mm Colloids < 0.001 mm 28.8 Doo 0.115 mm Cu unavailable Co unavailable TestM ethod:A STM D 422-63(07)

Orig:

BurnS & McDonnellAttn:Jeff Binder copy)

(1-cc 1-ecEnvironmental Properties Management Attn:

J.Lux Respectfully Submitted, 1-ecBurnS & McDonnellAttn:JeffBinder Standard Testing & Engineering Company

, x

! .! , 4 (q

.,y

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.f Homer Greer '

Department Manager THISREPORTAPPLIESONLYTOTHESTANDARDSORPROCEDURESINDICATEDANDTOTHESAMPLE(S)TESTEDAND/OROBSERVEDANDARENOTNE THEQUALITIESOFAPPARENTLYIDENTICALORSIMILARPRODUCTSORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITYASSURANCEPROGRAMUNLESSSO NOTED.THESEREPORTSAREFORTHEEXCLUSlVEUSEOFTHEADDRESSEDCLIENTANDARENOTTOBEREPRODUCEDWITHOUTWRITTENPERMISSION.

REPORTCREATEDBYElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580) 237-3130 AND ENGINEERING COMPANY 202S.E. J Avenue Lawton, OK73501 (580) 353-0872 3/nce /Q4 / -

10816 E.Newton St.Suite 110 TulSa, OK74116 (918) 439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-4 Report No:77959-4-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01GT2(7.5-9)

Sample Date:02/03/2015 Sampled By: Client G ra in Size D istrib u t io n A ST M ( )

3.0' 1.0' 0.375' #4 #10 #40 #200 100.0 - -

--l-90.0 80.0 <

e r 70.0 c

60.0 Gravel : CoarseSand FineSand Silt  ;  : Clay 50.0 P ed and a Colloids s 40.0 ~; -

s 30.0 s . .

20.0 10.0 -

0.0 i . . .

100,0000 10.0000 1.0000 0.1000 0.0100 0.0010 0.0001 GrainSize m m Test Methods: ASTMD422, AASHTO T88 Orig: BurnS & McDonnell Attn:JeffBinder (1-cccopy) 1-ec Environmental Properties Management Attn:J.Lux Respectfully Submitted, 1-ec BurnS & McDonnell Attn:Jeff Binder Standard Testing & Engineering Company

/f pf

/jdm.w 14 C./#"-

Homer Greer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S)

INDICATED TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY INDICATIVE OF THEQUALITIES OFAPPARENTLY IDENTICAL ORSIMILARPRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT ANONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVE USEOFTHEADDRESSED CLIENT ANDARENOTTOBEREPRODUCED WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E. J Avenue Lawton, OK73501 (580)353-0872 bince /Qf/ -

10816 E.Newton St.Suite 110 TulSa, OK74116 (918)439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-3 Report No:77959-3-2 Client: Burns & McDonnell Project: Environmental PropertieS, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-03GT 1(2.5-5)

Sample Date:02/03/2015 Sampled By: Client GRAINSIzEANALYSES HYDROMETERMETHOD ASTM D42263(2007),

D422199(2005), andAASHTOT88-10 (Note thatuserinput isinblue withgray shading; Verify Composite Correction Table on nexttab;1stpagereport = Report tab; 2ndpagereport = Chart 1

SampleIdentification: SampleDepth: O Sieve Analysis forPortion Coarser than#10 Air-DrWt. Cummulative TotalWeight ofAir-Dried SampleBefore on#10(g):

Split 225.0Retained,g Weight ofCoarse Soil After Spliton#10(g): 0.7 Weight ofSoil Retained on3"(g): 0.0 0.0 Percent Passing 3" Weight ofSoil Retained on2"(g): 0.0 0.0 Percent Passing 2" Weight ofSoil Retained on 1.5" (g): 0.0 0.0 Percent Passing 1.5" Weight ofSoil Retained on 1.0' (g): 0.0 0.0 Percent Passing 1.0" Weight ofSoil Retained on0.75" (g): 0.0 0.0 Percent Passing 0.75" Weight ofSoil Retained on 3/8' (g): 0.0 0.0 Percent Passing 0.375" Weight ofSoil Retained on#4 (g): 0.0 0.0 Percent Passing #4:

Weight ofSoil Retained on#10(g): 0.7 0.7 Percent Passing #10:

Hydrometer Analysis forPortion Finerthan#10 Hygroscopic Hygroscopic Moisture, Moisture, Weight Weight AirDry(g):

OvenDry(g):

18.81 18.42 (use only portionpassing #10;useabout 15.0 grams sample)

Hygroscopic Moisture (Woven Correction /Wair): 0.97927 MassofOriginal SampleCorrected for Moisture, Hygroscopic g. (see 220.3 AASHTOT88section 15.1correction applies only to-#10 prop Air-DrySoil (-#10)usedinHydrometer Test(g): 50.07 (use minimumof50gramsfor clayey soils, 100grams for sandy soils 2.6forpuresandand2.8for pure clay)

SpecificGravity ofSoil(G): 2.70(normally assumebetween SpecificGravity ofLiquid (G1): 1.00(always use1.00perD422section 14.3, actual S.G.iscovered byco Dispersing Agent (yes /no): Use125mlofdeionized water with4% Calgon Orig:BurnS & McDonnell Attn: JeffBinder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux Respectfully Submitted, 1-ec BurnS & McDonnell Attn: JeffBinder Standard Testing & Engineering Company

, x 4

.,ym

/

/ Wmg e3 ,..f Homer Greer L Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S)

INDICATED TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY IDENTICAL ORSIMILAR PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVE USEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580) 237-3130 AND ENGINEERING COMPANY 202S.E. J Avenue Lawton, OK73501 (580) 353-0872 3/nce /Q4 / -

10816 E.Newton St.Suite 110 TulSa, OK74116 (918) 439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-3 Report No:77959-3-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-03GT 1(2.5-5)

Sample Date:02/03/2015 Sampled By: Client G ra in Size D istrib u t io n A ST M ( )

3.0' 1.0' 0.375' #4 #10 #40 #200 100.0 - -

--l-90.0 80.0 <

e r 70.0 c

60.0 Gravel : CoarseSand FineSand Silt  ;  : Clay 50.0 P ed and a Colloids s 40.0 ~; - -

s 30.0 s . .

20.0 10.0 -

0.0 i . . .

100,0000 10.0000 1.0000 0.1000 0.0100 0.0010 0.0001 GrainSize m m Test Methods: ASTMD422, AASHTO T88 Orig: BurnS & McDonnell Attn:JeffBinder (1-cccopy) 1-ec Environmental Properties Management Attn:J.Lux Respectfully Submitted, 1-ec BurnS & McDonnell Attn:Jeff Binder Standard Testing & Engineering Company

/f pf

/jdm.w 14 C./#"-

Homer Greer '

DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S)

INDICATED TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY INDICATIVE OF THEQUALITIES OFAPPARENTLY IDENTICAL ORSIMILARPRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVE USEOFTHEADDRESSED CLIENT ANDARENOTTOBEREPRODUCED WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-3 Report No:77959-3-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-03GT 1(2.5-5)

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown No.4 100

Description:

LeanClay with Sand No. 10 99 No. 40 99 Liquid Limit:31 No.100 95 Plastic Limit:15 No.200 75 PlasticityIndex: 16 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105(405)5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E. J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816 E.Newton St., Suite 110 TulSa, OK74116 (918)439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-2 Report No:77959-2-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie,OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02GT-1(2.5-4)

Sample Date:02/03/2015 Sampled By: Client Sample I.D: Sample Depth:Surface Sieve Analysis Dispersing Agent: Sodium Hexametaphosphate. 40 g/L Sieve  % Passing DispersionDevice: Apparatus A (mechanical stirringdevice) 3" 100 Soaking Time: 16 hours 2" 100 Stirring Time: 1 minutes 1.5" 100 Agitation Time: 1 minutes 1" 100 0.75" 100 10

  1. 40 97
  1. 100 92 ASTM GrainSize Tabulation
  1. 200 73.2 Description Size  % ThisSize Gravel <3" > #4 2 Parameter Result Coarse Sand <#4, > #10 1 D so <0.0009 m m M edium Sa nd <#10, > #40 1 D 20 <O.0009 m m FineSand <#40 > #200 23 D 30 0.0040mm Silt <0.074 mm, > 0.005 mm 42.6 D50 0.035 mm Clay < 0.005 mm 30.6 Deo 0.048 mm Colloids < 0.001 mm 24.0 Doo 0.141 mm Cu unavailable Co unavailable TestM ethod:A STM D 422-63(07)

Orig:

BurnS & McDonnellAttn:Jeff Binder copy)

(1-cc 1-ecEnvironmental Properties Management Attn:

J.Lux Respectfully Submitted, 1-ecBurnS & McDonnellAttn:JeffBinder Standard Testing & Engineering Company

, x

! .! , 4 (q

.,y

/L4mg 3

.f Homer Greer '

Department Manager THISREPORTAPPLIESONLYTOTHESTANDARDSORPROCEDURESINDICATEDANDTOTHESAMPLE(S)TESTEDAND/OROBSERVEDANDARENOTNE THEQUALITIESOFAPPARENTLYIDENTICALORSIMILARPRODUCTSORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITYASSURANCEPROGRAMUNLESSSO NOTED.THESEREPORTSAREFORTHEEXCLUSlVEUSEOFTHEADDRESSEDCLIENTANDARENOTTOBEREPRODUCEDWITHOUTWRITTENPERMISSION.

REPORTCREATEDBYElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580) 237-3130 AND ENGINEERING COMPANY 202S.E. J Avenue Lawton, OK73501 (580) 353-0872 3/nce /Q4 / -

10816 E.Newton St.Suite 110 TulSa, OK74116 (918) 439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-2 Report No:77959-2-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02GT-1(2.5-4)

Sample Date:02/03/2015 Sampled By: Client G ra in Size D istrib u t io n A ST M ( )

3.0' 1.0' 0.375' #4 #10 #40 #200 100.0 - -

t -

--l-90.0 80.0 <

e r 70.0 c

60.0 Gravel : CoarseSand FineSand Silt  ;  : Clay 50.0 P ed and a Colloids s 40.0 ~; - -

s 30.0 s . .

20.0 10.0 -

0.0 i . . .

100,0000 10.0000 1.0000 0.1000 0.0100 0.0010 0.0001 GrainSize m m Test Methods: ASTMD422, AASHTO T88 Orig: BurnS & McDonnell Attn:JeffBinder (1-cc copy) 1-ec Environmental Properties Management Attn: J.Lux Respectfully Submitted, 1-ec BurnS & McDonnell Attn:Jeff Binder Standard Testing & Engineering Company

/f pf

/jdm.w 14 C./#"-

Homer Greer '

DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S)

INDICATED TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY INDICATIVE OF THEQUALITIES OFAPPARENTLY IDENTICAL ORSIMILAR PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT ANONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVE USEOFTHEADDRESSED CLIENT ANDARENOTTOBEREPRODUCED WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-2 Report No:77959-2-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02GT-1(2.5-4)

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown 3/8 inch 100

Description:

LeanClay with Sand No. 4 99 No. 10 98 Liquid Limit:28 No.40 97 Plastic Limit:16 No.100 92 PlasticityIndex: 12 No.200 76 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT ANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405)5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E. J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816 E.Newton St., Suite 110 TulSa, OK74116 (918)439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-1 Report No:77959-1-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie,OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01 GT-1(2.5-4)-

Sample Date:02/03/2015 Sampled By: Client Sample I.D: Sample Depth:2.5-4 Sieve Analysis Dispersing Agent: Sodium Hexametaphosphate. 40 g/L Sieve  % Passing DispersionDevice: Apparatus A (mechanical stirringdevice) 3" 100 Soaking Time: 16 hours 2" 100 Stirring Time: 1 minutes 1.5" 100 Agitation Time: 1 minutes 1" 100 0.75" 100 10 99

  1. 40 99
  1. 100 96 ASTM GrainSize Tabulation
  1. 200 82.4 Description Size  % ThisSize Gravel <3" > #4 0 Parameter Result Coarse Sand <#4, > #10 0 D so <0.0009 m m M edium Sa nd <#10, > #40 1 D 20 <O.0009 m m FineSand <#40 > #200 16 D 30 <0.0009 mm Silt <0.074 mm, > 0.005 mm 38.1 D50 0.012 mm Clay < 0.005 mm 44.3 Deo 0.031 mm Colloids < 0.001 mm 33.4 Doo 0.109 mm Cu unavailable Co unavailable TestM ethod:A STM D 422-63(07)

Orig:

BurnS & McDonnellAttn:Jeff Binder copy)

(1-cc 1-ecEnvironmental Properties Management Attn:

J.Lux Respectfully Submitted, 1-ecBurnS & McDonnellAttn:JeffBinder Standard Testing & Engineering Company

, x

! .! , 4 (p

.,y

/L4mg 3

.f Homer Greer '

Department Manager THISREPORTAPPLIESONLYTOTHESTANDARDSORPROCEDURESINDICATEDANDTOTHESAMPLE(S)TESTEDAND/OROBSERVEDANDARENOTNE THEQUALITIESOFAPPARENTLYIDENTICALORSIMILARPRODUCTSORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITYASSURANCEPROGRAMUNLESSSO NOTED.THESEREPORTSAREFORTHEEXCLUSlVEUSEOFTHEADDRESSEDCLIENTANDARENOTTOBEREPRODUCEDWITHOUTWRITTENPERMISSION.

REPORTCREATEDBYElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY, OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop OK73703 Enid, (580) 237-3130 AND ENGINEERING COMPANY 202S.E. J Avenue OK73501 Lawton, (580) 353-0872 3/nce /Q4 / -

10816 E.Newton St.Suite 110 TulSa, OK74116 (918) 439-9539 Report On: Particle Size Analysis ofSoils LabNo:77959-1 Report No:77959-1-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01 GT-1(2.5-4)-

Sample Date:02/03/2015 Sampled By: Client G ra in Size D istrib u t io n A ST M ( )

3.0' 1.0' 0.375' #4 #10 #40 #200 100.0 - -

--l-90.0 80.0 <

e r 70.0 c

60.0 Gravel : CoarseSand FineSand s  ;  : Clay 50.0 P ed and a Colloids s 40.0 ~; - -

s 30.0 s . .

20.0 10.0 -

0.0 i . . .

100,0000 10.0000 1.0000 0.1000 0.0100 0.0010 0.0001 GrainSize m m Test Methods: ASTMD422, AASHTO T88 Orig: BurnS & McDonnell Attn:JeffBinder (1-cccopy) 1-ec Environmental Properties Management Attn:J.Lux Respectfully Submitted, 1-ec BurnS & McDonnell Attn:Jeff Binder Standard Testing & Engineering Company

/f pf

/jdm.w 14 C./#"-

HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S)

INDICATED TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY INDICATIVE OF THEQUALITIES OFAPPARENTLY IDENTICAL ORSIMILARPRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT ANONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVE USEOFTHEADDRESSED CLIENT ANDARENOTTOBEREPRODUCED WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTreeSYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405) 5280541 AreaOfficeS 902Trails WestLoop Enid, OK73703 (580)237-3130 AND ENGINEERING COMPANY 202S.E.J AVenue Lawton, OK73501 (580)353-0872 3/nce /Qf/ -

10816E.Newton Suite St., 110 TulSa, OK74116 (918)439-9539 Report On: Soil Classification LabNo:77959-1 Report No:77959-1-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01 GT-1(2.5-4)-

Sample Date:02/03/2015 Material: Soil Sampled By: Client Sieve 3/o.Passing.

Color: Reddish Brown No.4 100

Description:

LeanClay with Sand No. 10 100 No. 40 99 Liquid Limit:38 No.100 96 Plastic Limit:15 No.200 82 PlasticityIndex: 23 Test Method (As Applicable):ASTM D2487, D4318, D422Partial; AASHTOM145 Orig:BurnS & McDonnell Jeff Attn: Binder copy)

(1-cc 1-ec Environmental Properties Management Attn:

J.Lux RespectfullySubmitted, 1-ec BurnS & McDonnell Attn:

JeffBinder Standard Testing & Engineering Company x

/ f d .

W" HomerGreer '

Department Manager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES ANDTOTHESAMPLE(S) lNDICATED TESTED AND/OROBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENTANONGOINGQUALITY ASSURANCE PROGRAMUNLESS SO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUTWRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-6 Report No:77959-6 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA 03GT2 (5-6.5)

Sample Date:02/03/2015 Sampled By: Client Specimen 6 Sample ID GT-W UA -03 G T-2 Sample Depth,feet 5.0 6.5 MoistureT e st Tare Num ber 93 TareMass, g 39.0 Wet Mass, g 134.9 Dry M ass. g 128.0 Mass ofMoisture,g 6.9 Mass ofSolids,g 89.0 Moisture,% by M ass 78 .

DensityTest Wet Mass, g 18.6 Waxed Specimen Mass. g 20.1 lmm ersed M ass g . 72 .

S.G.ofWax 0.860 WaxMass, g 1.5 WaxVolume, cc 1.7 Sample Volume, cc 11.16 Wet Density, pcf 104.0 DryDensity, pcf 96.6 Volumetrics S.G.ofSoilSolids(estimated) 2.730 M o isture % by Volume

, 12.0 Saturation,  % by Volume 27.7 V o idRatio (e) 0 76 4 Porosity (n) 0.433 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdmoA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-4 Report No:77959-4 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01GT2(7.5-9)

Sample Date:02/03/2015 Sampled By: Client Specimen 4 Sample ID GT-W UA -01 G T-2 Sample Depth,feet 7.5 9.0 MoistureT e st Tare Num ber 65 TareMass, g 39.0 Wet Mass, g 139.5 Dry Mass. g 131.5 Mass ofMoisture,g 8.0 Mass ofSolidsg 92.5 Moisture,% by M ass 86.

DensityTest Wet Mass, g 10.9 Waxed Specimen Mass. g 11.8 Imm ersed M ass g . 48.

S.G.ofWax 0.860 WaxMass, g 0.9 WaxVolume, cc 1.0 Sample Volume, cc 5.95 Wet Density, pcf 114.2 DryDensity, pcf 105.2 Volumetrics S.G.ofSoilSolids(estimated) 2.720 M o isture % by Volume

, 14.6 Saturation,  % by Volume 38.3 V o idRatio (e) 0.614 Porosity (n) 0.380 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdmoA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-3 Report No:77959-3 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-03GT 1(2.5-5)

Sample Date:02/03/2015 Sampled By: Client Specimen 3 Sample ID GT-W UA -03 G T-1 Sample Depth,feet 2.5 5.0 MoistureT e st Tare Num ber 64 TareMass, g 38.8 Wet Mass, g 164.2 Dry M ass. g 154.2 Mass ofMoisture,g 10.0 Mass ofSolidsg 115.4 Moisture,% by M ass 87.

DensityTest Wet Mass, g 23.9 Waxed Specimen Mass. g 25.4 lmm ersed M ass g . 11 4 .

S.G.ofWax 0.860 WaxMass, g 1.5 WaxVolume, cc 1.7 Sample Volume, cc 12.26 Wet Density, pcf 121.7 DryDensity, pcf 112.0 Volumetrics S.G.ofSoilSolids(estimated) 2.720 M o isture % by Volume

, 15.6 Saturation,  % by Volume 45.7 V o idRatio (e) 0.516 Porosity (n) 0.340 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdmoA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOINGQUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-2 Report No:77959-2 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GT-WUA-02GT-1(2.5-4)

Sample Date:02/03/2015 Sampled By: Client Specimen 2 Sample ID GT-W UA -02 G T-1 Sample Depth,feet 2.5 4.0 MoistureT e st Tare Num ber 63 TareMass, g 39.1 Wet Mass, g 142.8 Dry M ass. g 133.2 Mass ofMoisture,g 9 .6 Mass ofSolids,g 94.1 Moisture,% by M ass 1O 2 .

DensityTest Wet Mass, g 21.3 Waxed Specimen Mass. g 22.5 lmm ersed M ass g . 78.

S.G.ofWax 0.860 WaxMass, g 1.2 WaxVolume, cc 1.4 Sample Volume, cc 13.30 Wet Density, pcf 99.9 DryDensity, pcf 90.7 Volumetrics S.G.ofSoilSolids(estimated) 2.700 M o isture % by Volume

, 14.8 Saturation,  % by Volume 32.1 V o idRatio (e) 0 859 Porosity (n) 0.462 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdpfA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

CORPORATE OFFICEandCENTRAL LABORATORY 3400N.LINCOLN,OKLAHOMA CITY,OK73105 (405)5280541 AreaOfficeS AND ENGINEERING COMPANY 902TrailsWestLoop Enid,0K73703 (580)237-3130 202S.E.JAvenue Lawton,0K73501 (580)353-0872 bince /Q5/ -

10816E.NewtonSt. Suite110 TuISa,0K74116 (918)439-9539 Report On: Laboratory Soil Moisture andDensity Test LabNo:77959-1 Report No:77959-1 Client: Burns & McDonnell Project: Environmental Properties, Guthrie, OK Jeff Binder 9400WardParkway Kansas City, MO 64111 Report Date: 02/16/2015 Location: GTWUA-01 GT-1(2.5-4)-

Sample Date:02/03/2015 Sampled By: Client Specimen 1 Sample ID GT-W UA -01 G T-1 Sample Depth,feet 2.5 4.0 MoistureT e st Tare Num ber 62 TareMass, g 39.1 Wet Mass, g 151.9 Dry M ass. g 142.3 Mass ofMoisture,g 9 .6 Mass ofSolidsg 103.2 Moisture,% by M ass 93.

DensityTest Wet Mass, g 20.9 Waxed Specimen Mass. g 22.4 lmm ersed M ass g . 10 0 .

S.G.ofWax 0.860 WaxMass, g 1.5 WaxVolume, cc 1.7 Sample Volume, cc 10.66 Wet Density, pcf 122.4 DryDensity, pcf 112.0 Volumetrics S.G.ofSoilSolids(estimated) 2.750 M o isture % by Volume

, 16.7 Saturation,  % by Volume 48.0 V o idRatio (e) 0 533 Porosity (n) 0.347 Test Methods: AASHTO T233, ASTMD7263 Method A Orig:BurnS&McDonnellAttn:JeffBinder (1-cccopy) 1-ecEnvironmentalPropertiesManagementAttn:J.Lux Respectfully Submitted, 1-ecBurnS&McDonnellAttn: JeffBinder Standard Testing & Engineering Company

/f , pf fjdmoA Q/'W"-

L Homer Greer DepartmentManager THISREPORTAPPLIES ONLYTOTHESTANDARDS ORPROCEDURES INDICATEDANDTOTHESAMPLE(S)TESTEDAND/OR OBSERVED ANDARENOTNECESSARILY OF INDICATIVE THEQUALITIESOFAPPARENTLY ORSIMILAR IDENTICAL PRODUCTS ORPROCEDURES,NORDOTHEYREPRESENT AN ONGOING QUALITY ASSURANCEPROGRAM UNLESSSO NOTED.THESEREPORTS AREFORTHEEXCLUSlVEUSEOFTHEADDRESSED ANDARENOTTOBEREPRODUCED CLIENT WITHOUT WRITTENPERMISSION.

REPORTCREATEDBY ElmTree SYSTEM

APPENDIXF Geophysical Logs

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j DRILLINGMEASURED DATE FROM GL 11/17/14 G.L.

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APPENDIXG PackerTest Data

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-BA1-01 Depth toTest Interval: 12'18.2' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECTNUMBER: 77317 SITENAME: CERT DATETESTPERFORMED: 11/18/14 MADEBY: Matt Crawford TIME(minutes) Gauge Pressure Water Loss TIME(minutes) Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 821 0.0 76084.50 16 0.00 847 26 76104 40

. 16 19.90 822 1 76084.50 16 0.00 849 28 76106 80

, 16 22.30 823 2 76084.50 16 0.00 851 30 76109 40

. 16 24.90 824 3 76084.50 16 0.00 853 32 76111, 90 16 27.40 825 4 76084.70 16 0.20 858 37 76118 00

. 15 33.50 826 5 76084.90 16 0.40 903 42 76123 40

. 14 38.90 827 6 76085.20 16 0.70 908 47 76128 40 14 43.90 828 7 76085.60 16 1.10 913 52 76133 60

.. 14 49.10 829 8 76086.10 16 1.60 918 57 76138 50 14 54.00 830 9 76086.90 16 2.40 923 62 76143 20

. 14 58.70 831 10 76087.60 16 3.10 928 67 76147 80 14 63.30 832 11 76088.40 16 3.90 933 72 7615250 14 68.00 834 13 76090.30 16 5.80 938 77 76157.10 14 72.60 837 16 76093.00 16 8.50 944 83 76162 70 14 78.20 839 18 76095.00 16 10.50 949 88 76167.20 14 82.70 841 20 76097.30 16 12.80 954 93 76171.60 14 87.10 843 22 76099.80 16 15.30 959 98 76175 80 14 91.30 845 24 76102.20 16 17.70 1004 103 76180 00 14 95.50 Note:

Allmeasurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation,1974,Earth Manual, second edition FieldPermeability TestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (test interval) 4.25inches 0.354 ft Dt Depth totopoftest interval* 12.00 ft Db Depth tobottom oftest interval* 18.2 ft L Length ofthetest interval L = Db Dt 6.2ft Iw Total water lossduring testlength 318.4 gal It Length oftest 238min q Constant offlow rate intothetestinterval q = Iw/lt,if 0 than0.001 1.34E+00 gpm 2.98E-03 ft'/sec Hi Height (or ofswivel pressure gauge)* 2.65ft swl Depth tostatic water level* 15.9 ft P Pressure within test interval 20 psi Hp Conversion from PSItofeet ofwater Hp= P x2.31 46.2 ft Hg Distance fromstatic water leveltopressure gauge Hg= swl+ Hi 18.55 ft H Headofwater attest interval H = Hp+ Hg 64.75 ft k Hydraulic Conductivity 3.39E-06 ft/sec 1.03E-04 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-BA1-01 DepthtoTest Interval: 21.4' -

27.6' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/18/14 MADEBY: MattCrawford TIME(minutes) Gauge PressureWater Loss TIME(minutes)Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1245 0.0 76075.70 27 0.00 1325 40 76075.70 25 0.00 1246 1 76075.70 27 0.00 1330 45 76075.70 25 0.00 1247 2 76075.70 27 0.00 1335 50 76075.70 24 0.00 1248 3 76075.70 27 0.00 1340 55 76075.70 22 0.00 1249 4 76075.70 27 0.00 1345 60 76075.70 22 0.00 1250 5 76075.70 27 0.00 1350 65 76075.70 22 0.00 1251 6 76075.70 27 0.00 1355 70 76075.70 23 0.00 1252 7 76075.70 27 0.00 1400 75 76075.70 23 0.00 1253 8 76075.70 27 0.00 1410 85 76075.70 23 0.00 1254 9 76075.70 27 0.00 1420 95 76075.70 24 0.00 1255 10 76075.70 27 0.00 1430 105 76075.70 24 0.00 1256 11 76075.70 27 0.00 1440 115 76075.70 25 0.00 1258 13 76075.70 27 0.00 1450 125 76075.70 25 0.00 1300 15 76075.70 26 0.00 1500 135 76075.70 24 0.00 1305 20 76075.70 26 0.00 1510 145 76075.70 23 0.00 1310 25 76075.70 26 0.00 1520 155 76075.70 23 0.00 1315 30 76075.70 26 0.00 1530 165 76075.70 23 0.00 1320 35 76075.70 25 0.00 1540 175 76075.70 23 0.00 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation, 1974, Earth Manual, edition second FieldPermeability TestsinBoreholes, USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (test interval) 4.25inches 0.354 ft Dt Depth totopoftest interval* 21.40 ft Db Depth tobottom oftest interval* 27.6 ft L Length ofthetest interval L = Db Dt 6.2ft Iw Total water lossduring testlength 0.001 gal It Length oftest 195min q Constant offlow rate into thetest interval q = Iw/It, if0 than0.001 5.13E-06 gpm 1.14E-08ft'/sec Hi Height (or ofswivel pressure gauge)* 2.4ft swl Depth tostatic water level* 15.9ft P Pressure within test interval 22 psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstatic water topressure level gauge Hg= swl+ Hi 18.3ft H Headofwater attest interval H = Hp+ Hg 69.12 ft k Hydraulic Conductivity 1.22E-11 ft/sec 3.71E-10 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.ITBA1-01 Depth toTest Interval: 27.2'-

33.4' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/18/14 MADEBY: Matt Crawford TIME(minutes) Gauge Pressure WaterLoss TIME(minutes) Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1200 0.0 76074.60 20 0.00 1201 1 76074.60 22 0.00 1202 2 76074.60 22 0.00 1203 3 76074.60 22 0.00 1204 4 76074.60 22 0.00 1205 5 76074.60 22 0.00 1206 6 76074.60 22 0.00 1207 7 76074.60 22 0.00 1208 8 76074.60 22 0.00 1209 9 76074.60 22 0.00 1210 10 76074.60 22 0.00 1212 12 76074.60 22 0.00 1214 14 76074.60 22 0.00 1216 16 76074.60 23 0.00 1223 23 76074.60 25 0.00 1228 28 76074.60 26 0.00 1230 30 76074.60 26 0.00 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S.Department oftheInterior, Bureau ofReclamation, 1974,Earth Manual, second edition FieldPermeability TestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH for L>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval) 4.25 inches 0.354ft Dt Depth totopoftest interval* 27.20 ft Db Depth tobottom oftest interval* 33.4 ft L Length ofthetestinterval L = Db Dt 6.2ft Iw Total water lossduring testlength 0.001 gal It Length oftest 30min q Constant offlow rate into thetestinterval q = Iw/lt,Othan0.001 if 3.33E-05gpm 7.43E-08ft'/sec Hi Height (or ofswivel pressure gauge)* 0.15ft swl Depth tostatic water level* 15.9ft P Pressure within test interval 26 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 60.06 ft Hg Distance fromstatic water topressure level gauge Hg= swl+ Hi 16.05 ft H Headofwater attest interval H = Hp+ Hg 76.11 ft k Hydraulic Conductivity 7.18E-11 ft/sec 2.19E-09 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-BA1-02 Depth toTest Interval: 9.6'15.8' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/18/14 MADEBY: Matt Crawford TIME(minutes) Gauge Pressure WaterLoss TIME(minutes)Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1031 0.0 76022.00 10 0.00 1058 27 7604760

. 9 25.60 1032 1 76023.30 10 1.30 1100 29 7604930

. 9 27.30 1033 2 76024.20 10 2.20 1102 31 7605090

. 9 28.90 1034 3 76025.20 10 3.20 1035 4 76026.20 10 4.20 1036 5 76027.30 11 5.30 1037 6 76028.00 11 6.00 1038 7 76028.90 11 6.90 1039 8 76029.90 11 7.90 1040 9 76030.70 11 8.70 1041 10 76031.60 11 9.60 1042 11 76032.50 11 10.50 1044 13 76034.20 11 12.20 1046 15 76036.20 11 14.20 1048 17 76037.90 11 15.90 1050 19 76039.90 11 17.90 1054 23 76043.70 11 21.70 1056 25 76045.70 11 23.70 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation,1974,Earth Manual, secondedition FieldPermeability TestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH for L>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (test interval) 4.25 inches 0.354 ft Dt Depth totopoftest interval* 9.60 ft Db Depth tobottom oftest interval* 15.8 ft L Length ofthetest interval L = Db Dt 6.2ft Iw Total water lossduring testlength 28.9gal It Length oftest 31min q Constant offlow rate into thetestinterval q = Iw/lt, Othan0.001 if 9.32E-01 gpm 2.08E-03 ft'/sec Hi Height (or ofswivel pressure gauge)* 3 ft swl Depth tostatic water level* 12.4 ft P Pressure within test interval 11psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 25.41 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 15.4 ft H Headofwater attest interval H = Hp+ Hg 40.81 ft k Hydraulic Conductivity 3.74E-06 ft/sec 1.14E-04 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-01 Depth toTest Interval: 16'22.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 12/02/14 MADEBY: MattCrawford TIME(minutes) Gauge Pressure WaterLoss TIME(minutes)Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1233 0.0 77658.00 27 0.00 1333 60 77658.00 26 0.00 1234 1 77658.00 27 0.00 1235 2 77658.00 26 0.00 1236 3 77658.00 26 0.00 1237 4 77658.00 26 0.00 1239 6 77658.00 26 0.00 1240 7 77658.00 26 0.00 1241 8 77658.00 26 0.00 1242 9 77658.00 26 0.00 1243 10 77658.00 26 0.00 1246 12 77658.00 26 0.00 1248 14 77658.00 26 0.00 1250 16 77658.00 26 0.00 1255 21 77658.00 26 0.00 1300 26 77658.00 26 0.00 1310 36 77658.00 26 0.00 1320 46 77658.00 26 0.00 1330 56 77658.00 26 0.00 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, BureauofReclamation, 1974, Earth Manual, edition second FieldPermeability Tests USBRNo.E-18, inBoreholes, pp.573-578.

k=q/2nLH forL>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (test interval) 4.25 inches 0.354ft Dt Depth totopoftest interval* 16.00 ft Db Depth tobottom oftest interval* 22.5 ft L Length ofthetest interval L = Db Dt 6.5ft lw Total waterloss during testlength 0.001 gal It Length oftest 60min q Constant offlow rate intothetestinterval q = Iw/It, if0 than0.001 1.67E-05gpm 3.72E-08ft"/sec Hi Height (or ofswivel pressure gauge)* 1.5ft swl Depth tostatic water level* 22.5 ft P Pressure within test interval 26 psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 60.06 ft Hg Distance fromstatic water leveltopressure gauge Hg= swl+ Hi 24ft H Headofwater attest interval H = Hp+ Hg 84.06 ft k Hydraulic Conductivity 3.15E-11 ft/sec 9.60E-10 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-01 Depth toTest Interval: 22'28.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 12/02/14 MADEBY: Matt Crawford TIME(minutes) Gauge PressureWater Loss TIME(minutes) Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1343 0.0 77659.20 23 0.00 1418 35 77682.70 21 23.50 1344 1 77660.50 22 1.30 1423 40 77685.20 21 25.00 1345 2 77661.50 22 2.30 1428 45 77687.70 21 27.50 1346 3 77662.50 22 3.30 1433 50 77690.50 21 30.30 1347 4 77663.40 22 4.20 1438 55 77693.00 21 32.80 1348 5 77664.20 22 5.00 1443 60 77695.50 21 35.30 1349 6 77665.10 22 5.90 1453 70 77700.70 21 40.50 1350 7 77665.90 21 6.70 1503 80 77705.50 21 45.30 1351 8 77666.70 21 7.50 1513 90 77710.60 21 50.40 1352 9 77667.40 21 8.20 1527 104 ######## 21 56.90 1353 10 77668.20 21 9.00 1537 114 ######## 21 61.80 1355 12 77669.80 21 10.60 1543 120 ######## 21 64.30 1357 14 77671.20 21 12.00 1359 16 77672.40 21 13.20 1401 18 77673.60 21 14.40 1403 20 77674.70 21 15.50 1408 25 77677.30 21 18.10 1413 30 77680.10 21 20.90 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, BureauofReclamation, 1974,Earth Manual, second edition FieldPermeabilityTestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=1or k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (testinterval 4.25inches 0.354 ft Dt Depth totopoftest interval* 22.00 ft Db Depth tobottom oftest interval* 28.5ft L Length ofthetest interval L = Db Dt 6.5ft Iw Total water lossduring testlength 64.8 gal It Length oftest 120min q Constant offlow rate into thetest interval q = Iw/It,if 0 than0.001 5.40E-01 gpm 1.20E-03 ft'/sec Hi Height (or ofswivel pressure gauge)* 1 ft swl Depth tostatic water level* 22.2 ft P Pressure within test interval 22 psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstatic water topressure level gauge Hg= swl+ Hi 23.2ft H Headofwater attest interval H = Hp+ Hg 74.02 ft k HydraulicConductivity 1.16E-06 ft/sec 3.53E-05 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-01 Depth toTest Interval: 54' -60.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 12/02/14 MADEBY: Matt Crawford TIME(minutes) Gauge PressureWater Loss TIME(minutes) Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1104 0.0 77651.10 24 0.00 1200 56 77651.10 22 0.00 1105 1 77651.10 24 0.00 1204 60 77651.10 22 0.00 1106 2 77651.10 24 0.00 1107 3 77651.10 23 0.00 1108 4 77651.10 23 0.00 1109 5 77651.10 23 0.00 1110 6 77651.10 23 0.00 1111 7 77651.10 23 0.00 1112 8 77651.10 23 0.00 1113 9 77651.10 23 0.00 1114 10 77651.10 23 0.00 1116 12 77651.10 23 0.00 1118 14 77651.10 23 0.00 1120 16 77651.10 23 0.00 1125 21 77651.10 23 0.00 1130 26 77651.10 23 0.00 1140 36 77651.10 22 0.00 1150 46 77651.10 22 0.00 Note: All measurements aremadefromthesamereference point

REFERENCE:

U.S. Department oftheInterior, BureauofReclamation, 1974,Earth Manual, second edition FieldPermeabilityTestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=1or k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (testinterval 4.25inches 0.354 ft Dt Depth totopoftest interval* 54.00 ft Db Depth tobottom oftest interval* 60.5ft L Length ofthetest interval L = Db Dt 6.5ft Iw Total water lossduring testlength 0.001 gal It Length oftest 60min q Constant offlow rate into thetest interval q = Iw/It,if 0 than0.001 1.67E-05 gpm 3.72E-08 ft'/sec Hi Height (or ofswivel pressure gauge)* 1.5ft swl Depth tostatic water level* 22.2 ft P Pressure within test interval 22 psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstatic water topressure level gauge Hg= swl+ Hi 23.7ft H Headofwater attest interval H = Hp+ Hg 74.52 ft k Hydraulic Conductivity 3.55E-11 ft/sec 1.08E-09 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-02 Depth toTest Interval: 12'18.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/20/14 MADEBY: Matt Crawford TIME(minutes) Gauge PressureWater Loss TIME(minutes) Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1012 0.0 77646.40 22 0.00 1108 56 77646.40 22 0.20 1014 2 77646.60 22 0.20 1118 66 77646.60 22 0.20 1015 3 77646.60 22 0.20 1128 76 77646.60 22 0.20 1016 4 77646.60 22 0.20 1138 86 77646.60 22 0.20 1017 5 77646.60 22 0.20 1148 96 77646.60 22 0.20 1018 6 77646.60 22 0.20 1158 106 77646.60 22 0.20 1019 7 77646.60 22 0.20 1208 116 77646.60 22 0.20 1020 8 77646.60 22 0.20 1212 120 77646.60 22 0.20 1021 9 77646.60 22 0.20 1022 10 77646.60 22 0.20 1024 12 77646.60 22 0.20 1026 14 77646.60 22 0.20 1028 16 77646.60 22 0.20 1033 21 77646.60 22 0.20 1038 26 77646.60 22 0.20 1043 31 77646.60 22 0.20 1048 36 77646.60 22 0.20 1058 46 77646.60 22 0.20 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation,1974,Earth Manual, secondedition FieldPermeability TestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=1or k=q/2zLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval 4.25inches 0.354 ft Dt Depth totopoftest interval* 12.00 ft Db Depth tobottom oftest interval* 18.5 ft L Length ofthetestinterval L = Db Dt 6.5ft Iw Total water lossduring test length 0.2gal It Length oftest 120min q Constant offlow rate into thetestinterval q = Iw/It,if 0 than0.001 1.67E-03 gpm 3.72E-06 ft'/sec Hi Height (or ofswivel pressure gauge)* 1 ft swl Depth tostatic water level* 23.6 ft P Pressure within test interval 22 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 24.6ft H Headofwater attest interval H = Hp+ Hg 75.42 ft k Hydraulic Conductivity 3.51E-09 ft/sec 1.07E-07 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-02 Depth toTest Interval: 22'28.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/21/14 MADEBY: Matt Crawford TIME(minutes) Gauge PressureWater Loss TIME(minutes)Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 752 0.0 77405.00 21 0.00 833 41 77572.10 22 166.10 753 1 77411.00 22 6.00 838 46 77587.80 22 181.80 754 2 77417.10 24 11.10 843 51 77604.30 22 198.30 755 3 77423.20 24 17.20 852 60 77643.30 22 228.30 756 4 77428.40 21 22.40 757 5 77432.80 21 26.80 758 6 77437.10 22 31.10 759 7 77441.50 22 35.50 800 8 77445.70 22 39.70 801 9 77450.40 22 44.40 802 10 77454.50 22 48.50 804 12 77463.40 22 57.40 806 14 77472.20 22 66.20 808 16 77480.90 22 74.90 813 21 77501.80 22 95.80 818 26 77520.30 22 114.30 823 31 77537.80 22 131.80 828 36 77555.20 22 149.20 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation,1974,Earth Manual, edition second FieldPermeability TestsinBoreholes, USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=1or k=q/2xLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval 4.25inches 0.354ft Dt Depth totopoftest interval* 22.00 ft Db Depth tobottom oftest interval* 28.5 ft L Length ofthetestinterval L = Db Dt 6.5ft Iw Total waterloss during testlength 228.3 gal It Length oftest 60min q Constant offlow rate into thetestinterval q = Iw/It,if 0 than0.001 3.81E+00 gpm 8.49E-03 ft'/sec Hi Height (or ofswivel pressure gauge)* 2 ft swl Depth tostatic water level* 23.6 ft P Pressure within test interval 22 psi Hp Conversion from PSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstatic water topressure level gauge Hg= swl+ Hi 25.6ft H Headofwater attest interval H = Hp+ Hg 76.42 ft k Hydraulic Conductivity 7.91E-06 ft/sec 2.41E-04 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-02 Depth toTest Interval: 37'43.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/20/14 MADEBY: Matt Crawford TIME(minutes) Gauge PressureWater Loss TIME(minutes)Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1348 0.0 77396.50 25 0.00 1436 48 77396.50 24 0.10 1349 1 77396.40 25 0.00 1446 58 77396.50 24 0.10 1350 2 77396.50 25 0.10 1456 68 77396.50 24 0.10 1351 3 77396.50 25 0.20 1506 78 77396.50 24 0.10 1352 4 77396.50 24 0.10 1516 88 77396.50 24 0.10 1353 5 77396.50 24 0.10 1526 98 77396.50 24 0.10 1354 6 77396.50 24 0.10 1536 108 77396.50 24 0.10 1355 7 77396.50 24 0.10 1546 112 77396.50 24 0.10 1356 8 77396.50 24 0.10 1548 120 77396.50 24 0.10 1357 9 77396.50 24 0.10 1358 10 77396.50 24 0.10 1400 12 77396.50 24 0.10 1402 14 77396.50 24 0.10 1404 16 77396.50 24 0.10 1409 21 77396.50 24 0.10 1411 23 77396.50 24 0.10 1416 28 77396.50 24 0.10 1426 38 77396.50 24 0.10 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation, 1974, Earth Manual, edition second FieldPermeability TestsinBoreholes,USBRNo.E-18, pp. 573-578.

k=q/2nLH forL>=1or k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval 4.25inches 0.354ft Dt Depth totopoftest interval* 37.00 ft Db Depth tobottom oftest interval* 43.5 ft L Length ofthetestinterval L = Db Dt 6.5ft Iw Total waterlossduring testlength 0.1gal It Length oftest 120min q Constant offlow rate into thetest interval q = Iw/It,if 0 than0.001 8.33E-04gpm 1.86E-06ft"/sec Hi Height (or ofswivel pressure gauge)* 1.4ft swl Depth tostatic water level* 23.8 ft P Pressure within test interval 24 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 55.44 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 25.2ft H Headofwater attest interval H = Hp+ Hg 80.64 ft k Hydraulic Conductivity 1.64E-09ft/sec 5.00E-08 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-03 Depth toTest Interval: 12'18.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/20/14 MADEBY: Matt Crawford TIME(minutes) Gauge Pressure Water Loss TIME(minutes)Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1100 0.0 77392.00 18 0.00 1140 40 77392.20 22 0.20 1101 1 77392.00 17 0.00 1150 50 77392.20 22 0.20 1102 2 77392.00 16 0.00 1200 60 77392.20 22 0.20 1103 3 77392.10 16 0.10 1210 70 77392.20 22 0.20 1104 4 77392.10 15 0.10 1220 80 77392.20 22 0.20 1105 6 77392.10 15 0.10 1230 90 77392.20 22 0.20 1106 7 77392.10 22 0.20 1240 100 77392.20 22 0.20 1107 8 77392.20 22 0.20 1250 110 77392.20 22 0.20 1108 9 77392.20 22 0.20 1300 120 77392.20 22 0.20 1109 10 77392.20 22 0.20 1110 11 77392.20 22 0.20 1112 12 77392.20 22 0.20 1114 14 77392.20 22 0.20 1116 16 77392.20 22 0.20 1118 18 77392.20 22 0.20 1120 20 77392.20 22 0.20 1125 25 77392.20 22 0.20 1130 30 77392.20 22 0.20 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation, 1974, Earth Manual, edition second FieldPermeability TestsinBoreholes,USBRNo.E-18, pp. 573-578.

k=q/2nLH forL>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter (test interval 4.25inches 0.354ft Dt Depth totopoftest interval* 12.00 ft Db Depth tobottom oftest interval* 18.5 ft L Length ofthetestinterval L = Db Dt 6.5ft Iw Total waterloss during testlength 0.2gal It Length oftest 120min q Constant offlow rate into thetest interval q = Iw/lt, if 0 than0.001 1.67E-03gpm 3.72E-06ft'/sec Hi Height (or ofswivel pressure gauge)* 0.8ft swl Depth tostatic water level* 41.1 ft P Pressure within test interval 22 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 50.82 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 41.9ft H Headofwater attest interval H = Hp+ Hg 92.72 ft k Hydraulic Conductivity 2.86E-09 ft/sec 8.70E-08 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-03 Depth toTest Interval: 31.6' 38.1' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECT NUMBER: 77317 SITENAME: CERT DATETEST PERFORMED: 11/20/14 MADEBY: Matt Crawford TIME(minutes) Gauge Pressure Water Loss TIME(minutes)Gauge Pressure WaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 814 0.0 76603.20 20 0.00 856 42 77212.50 24 609.30 815 1 76618.10 20 14.90 901 47 77276.20 24 673.00 816 2 76633.10 20 29.90 906 52 77343.50 24 740.30 817 3 76648.00 21 44.80 909 55 77378.00 24 774.80 818 4 76663.00 21 59.80 820 6 76692.70 22 89.50 821 7 76707.50 22 104.30 822 8 76722.40 22 119.20 823 9 76737.40 22 134.20 824 10 76753.20 22 150.00 825 11 76766.90 23 163.70 827 13 76796.70 23 193.50 829 15 76826.50 23 223.30 831 17 76856.30 23 253.10 836 22 76930.50 24 322.30 814 27 77003.80 24 400.60 846 32 77062.30 25 459.10 851 37 77145.80 24 542.60 Note: All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation, 1974,Earth Manual, edition second FieldPermeability TestsinBoreholes,USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=1or k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval 4.25inches 0.354ft Dt Depth totopoftest interval* 31.60 ft Db Depth tobottom oftest interval* 38.1 ft L Length ofthetestinterval L = Db Dt 6.5ft Iw Total waterlossduring testlength 774.8 gal It Length oftest 55min q Constant offlow rate into thetest interval q = Iw/lt, Othan0.001 if 1.41E+01gpm 3.14E-02ft'/sec Hi Height (or ofswivel pressure gauge)* 1.9ft swl Depth tostatic water level* 41.1 ft P Pressure within test interval 24 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 55.44 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 43ft H Headofwater attest interval H = Hp+ Hg 98.44 ft k Hydraulic Conductivity 2.27E-05 ft/sec 6.93E-04 cm/sec

CONSTANT HEADHYDRAULIC CONDUCTIVITY (PACKER) TEST BORING NO.IT-WUA-03 Depth toTest Interval: 58'-64.5' PROJECT NAME: CERT SITELOCATION: Crescent, OK PROJECTNUMBER: 77317 SITENAME: CERT DATETESTPERFORMED: 11/19/14 MADEBY: MattCrawford TIME(minutes) Gauge Pressure WaterLoss TIME(minutes) Gauge PressureWaterLoss Real Elapsed Reading PSI Gallons Real Elapsed Reading PSI Gallons 1408 0.0 76446.50 24 0.00 1434 26 76475.60 25 29.10 1409 1 76447.70 24 1.20 1439 31 76481.10 25 34.60 1410 2 76449.00 24 2.50 1444 36 76485.70 24 39.20 1411 3 76450.30 24 3.80 1449 41 76490.90 24 44.40 1412 4 76451.50 24 5.00 1454 46 76495.50 24 49.00 1413 5 76452.40 24 5.90 1459 51 76500.50 25 54.00 1414 6 76453.50 24 7.00 1504 56 76505.10 25 58.60 1415 7 76454.70 24 8.20 1509 61 76509.90 25 63.40 1416 8 76455.80 24 9.30 1514 66 76514.50 25 68.00 1417 9 76456.90 24 10.40 1519 71 76519.20 25 72.70 1418 10 76458.10 24 11.60 1524 76 76523.70 26 77.20 1420 12 76460.10 24 13.60 1529 81 76528.30 26 81.80 1422 14 76462.70 24 16.20 1534 86 76533.90 26 87.40 1424 16 76464.80 24 18.30 1539 91 76537.40 26 90.90 1426 18 76467.00 24 20.50 1544 96 76542.10 26 95.60 1428 20 76469.30 24 22.80 1549 101 76546.40 26 99.90 1430 22 76471.60 25 25.10 1554 106 76551.20 26 104.70 1432 24 76473.60 25 27.10 1559 111 76555.50 26 109.00 Note:All measurements aremadefrom thesamereference point

REFERENCE:

U.S. Department oftheInterior, Bureau ofReclamation, 1974,EarthManual, second edition FieldPermeability TestsinBoreholes, USBRNo.E-18, pp.573-578.

k=q/2nLH forL>=10r k=q/2nLH x sinh-1(L/2r) for10r>L>=r r Borehole diameter(test interval 4.25inches 0.354 ft Dt Depth totopoftest interval* 58.00 ft Db Depth tobottom oftest interval* 64.5 ft L Length ofthetestinterval L = Db Dt 6.5 ft Iw Total water loss during testlength 136.3 gal It Length oftest 142min q Constant offlow rate into thetest interval q = Iw/lt, if 0 than0.001 9.60E-01 gpm 2.14E-03 ft'/sec Hi Height (or ofswivel pressure gauge)* 1.1ft swl Depth tostatic water level* 41.1 ft P Pressure within test interval 27 psi Hp Conversion fromPSItofeet ofwater Hp= P x 2.31 62.37 ft Hg Distance fromstaticwater topressure level gauge Hg= swl+ Hi 42.2ft H Headofwater attest interval H = Hp+ Hg 104.57 ft k Hydraulic Conductivity 1.46E-06 ft/sec 4.45E-05 cm/sec

APPENDIXH Survey Data

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