Attachment_15_-_List_of_Wells_to_Be_Abandoned _Well_Installation_Logs_and_Maps.pdf

Attachment 15

Tinker AFB and Altus AFB

List of Wells to Be Abandoned, Well Installation Logs and Maps

25 July 2016

Tinker AFB

Well ID Total Depth (ft) Well Screen Depth (ft) Riser Pipe Construction Well Screen Type Overdrill/Abandon in Place (AIP)

2BR 17 9-14 SS SS AIP

13C 154 141-151 SS SS AIP

21D 212 199-209 SS SS AIP

47C 117 104-114 SS SS AIP

65C 172 164-169 SS SS AIP

86C 71 58-68 SS SS AIP

1-71B 42 29-39 SS SS AIP

1-91B 22 10-22 PVC SS

Overdrill upper casing /

AIP screen

2-21A 70 60-70 SS SS AIP

2-21B 30 20-30 SS SS AIP

2-21C 151 138-148 SS SS AIP

2-44B 20.4 10-20 SS SS AIP

2-103C 177 170-175 SS SS AIP

2-106A 101 88-98 SS SS AIP

2-124C 120 101-117 SS SS AIP

2-124D 168 160-165 SS SS AIP

2-125A 98 90-95 SS SS AIP

2-125C 141 128-138 SS SS AIP

2-133B 49 36-46 SS SS AIP

2-142A 85 72-82 SS SS AIP

2-142C 140 127-137 SS SS AIP

2-147B 49 36-46 SS SS AIP

2-148C 148 135-145 SS SS AIP

2-152B 22 9-19 SS SS AIP

2-180 15 4-14 PVC PVC Overdrill

2-221D 161 150.3-160.3 PVC PVC Overdrill

2-271B 49 36-46 SS SS AIP

2-385B 55 42-52 PVC SS

Overdrill upper casing /

AIP screen

2-398B 38 24.6-34.6 PVC SS

Overdrill upper casing /

AIP screen

TOB-3C 153 140-150 PVC PVC AIP

TOB-4BR 33 25-30 SS SS AIP

TOB-6B 38 26-36 PVC PVC Overdrill 16-1-3S 34 23-33 PVC PVC Overdrill

Notes:

ft = Feet ID = Identifier PVC = Polyvinyl chloride SS = Stainless Steel

Former Drum Storage Area

Former Re-Drumming Area

POND

POND

POND

WEST

POND

POND

POND

FIRE

CREEK

UPPER

CREEK

UPPER

CREEK

CREEK

CREEK

CREEK

CR

EE

K

CREEK

(M

AI

N)

(MAIN)

(M

AIN

REDBUD

BEAVER

PRAIRIE

CRUTCHO

CRUTCHO

CRUTCHO

KUHLMAN

KUHLMAN

CR

UT

CH

O

CRUTCHO

PRIMROSE

WOODDUCK

TRIBUTARY

SOLDIER CREEK

SOLDIER CREEK

KUHLMAN CREEK

EA

ST

EL

M

CR

EE

K

EA

ST

TR

IBU

TA

RY

(MAIN) CRUTCHO

EAST TRIBUTARY

KU

HL

MAN

C

RE

EK

NORTH TRIBUTARY

WEST SOLDIER CREEK

EA

ST

SO

LD

IER

CR

EE

K

UP

PE

R C

RU

TC

HO

CR

EE

K

(M

AI

N) C

RU

TC

HO

C

RE

EK

GWMU 2

GWMU 1

GWMU 3

GWMU 4

GWMU 5

1G

1F

5B 5A

4C

4B

4A3B

3A

3C

2E

2D

2A

2B

1E

1C1D

1B

1A

2C

2F

PIT

PIT

FARM

YARD

AOC-

BASIN

SLUDGE

SLUDGE

AREA 3

AREA 1

BLDG 17

AREA "A"

(SWMU-1)

ORDNANCE

(SWMU-2)

(SWMU-4)

(SWMU-5)

(SWMU-3)

(SWMU-7)

OLD FIRE

RWDS 201S

(SWMU-54)

(SWMU-26)

(SWMU-13)

(SWMU-12)

(SWMU-40)

AFFF POND

(SWMU-19)

(SWMU-21)

(SWMU-22)

(SWMU-14)

IWTP

FUEL PURGE

RWDS 62598

LANDFILL 1

WASTE PIT 2

STORAGE AREA

(SWMUs 15-18)

DISPOSAL AREA

FIRE TRAINING

FIRE TRAINING

TRAINING AREA

BUILDING 3001

AOC-FUEL TRUCK

SERVICE STATION

AREA 2 (SWMU-8)

WASTE EVAPORATION

DRAINAGE SPILLWAY

MAINTENANCE FACILITY

PIT

SLUDGE

290 FUEL

FACILITY

(SWMU-6)

(SWMU-20)

3700 FUEL

(SWMU-11)

LANDFILL 6

LANDFILL 5

LANDFILL 2

RWDS 1030W

LANDFILL 4

RWDS 1022E

LANDFILL 3

WASTE PIT 1

FIRE TRAINING

FOUR FUELS SITES

SUPERNATANT POND

FORMER INDUSTRIAL

AOC-OLD PESTICIDE

SLUDGE DRYING BEDS

RU

NW

AY

/35

RUNWAY 12/30

TAXIWAY C

TAXIWAY H

TA

XI

WA

Y G

TAXIWAY G

TAXIWAY M

TA

XI

WA

Y K

TAXIWAY H

TA

XI

WA

Y G

TA

XI

WA

Y G

TAXIWAY B

MUNITIONS RAMP

TAXIWAY F

TAXIWAY B

TAXIWAY E

TAXIWAY A

TAXIWAY EE

TAXIWAY D

COMPASS

ROSE

TAXIWAY E

TAXIWAY D

TAXIWAY J

TAXIWAY F

TAXIWAY EE

TAXIWAY C

Permeable Reactive Barrier

21222121

59045908

61089 1103

62509

62517

62516

62527

912_W

41157

509 508

DO

UG

LA

S B

OU

LE

VA

RD

SO

ON

ER

R

OA

D

ARNOLD STREET

EA

ST

D

RI

VE

PATROL ROAD

IN

DU

ST

RI

AL

B

OU

LE

VA

RD

"F " A

VE

NU

E

AIR

D

EP

OT

BO

UL

EV

AR

D

BRADLEY DRIVE

"H " A

VE

NU

E

"C " A

VE

NU

E

ARNOLD STREET

MUNITIONS ROAD

AIR DEPOT BOULEVARD

"A " A

VE

NU

E

WES

T D

RIV

E

5TH STREET

EA

ST

D

RI

VE

S.E.59TH STREET

RESERVE ROAD

STAFF DRIVE

MCNARNEY AVENUE

WAREHOUSE ROAD

PERIMETER ROAD

I-40

MITCHELL AVENUE

S.E.59TH STREET

7TH STREET

SENTRY ROAD

TOWER ROAD

RAWLINGS AVENUE

ALERT ROAD

I-40

MERCURY ROAD

AIR DEPOT BOULEVARD

HILLTOP ROAD

34th Street

"B" AVENUE

JONES AVENUE

1ST STREET

TWINING DRIVE

RAPCON ROAD

I-40

"D " A

VE

NU

E

"B " A

VE

NU

E

"E " A

VE

NU

E

ENTRANCE ROAD "C"

"H " A

VE

NU

E

SOUTH STREET

COOK AV

ENUE

WOLFE DRIVE

1ST STREET

MI

LL

ER

RESERVE ROAD

FRANKLIN

POND ROAD

HERCULES ROAD

TWINING DRIVE

MUNDELL

"C" AVENUE

SPAATZ DRIVE

LA

WRE

NC

E

MCNARNEY AVENUE

MITCHELL AVENUE

MC

NI

CK

LE

S.E.59TH STREET

SO

ON

ER

R

OA

D

ENTRANCE ROAD "A"

I-40

NABORS DRIVE

GARDEN PLOT ROAD

3RD STREET

VANAMAN ROAD

HOLDEN DRIVE

VANDENBERG STREET

CHENNAULT DRIVE

TURBINE DRIVE

6TH STREET

S.E.59TH STREET

AIR

D

EP

OT

BL

VD

NORTHEASTERN LIMIT OF RCRA

GROUNDWATER INVESTIGATION

(GROUNDWATER LOCATED IN THE

NORTHEAST QUADRANT OF TINKER

AIR FORCE BASE IS ADDRESSED

UNDER CERCLA AUTHORITY)

1-5BR

TVA-43

105-MW11

1-10AR

1-10BR

1-10CR

1-116A 1-116B

1-116C

1-11BR

1-11C

1-12AR

1-12BR

1-12D

1-13B

1-13CR

1-13D

1-14AR

1-14B

1-14CR

1-14D

1-15AR

1-15CR

1-15D

1-16

1-17 1-18

11A

1-1A

1-1BR

11C

1-28AR

1-28B

1-29

1-2A

1-2B 1-2D

1-36 1-38

13A

1-3AR

1-3B

13C

1-40 1-41

1-42

1-45AR

1-45B

1-45CR

1-49AR

1-49B 1-49C

1-4AR

1-4B

14P9701

14P9702

14P9703 14P9705

1-50AR

1-50CR

1-50DR

1-51AR

1-51B 1-51C

1-52A 1-52B 1-52C

1-53A

1-53B 1-53C

1-59AR

1-59CR

1-5AR

1-5C

1-60A 1-60B

1-60CR

16-1-2D 16-1-2S

16-1-3D 16-1-3S

1-61BR

1-61C

1-61D

1-62A 1-62B

1-62C

1-63A1-63C 1-63D

1-64B

1-64D

1-65A 1-65B

1-65C

1-66A 1-66B

1-66C

1-67B 1-67C

1-68A1-68B 1-68C

1-69B

1-69D 1-69E

1-6AR

1-6BR

1-6C

16R

16RT

1-70A 1-70B

1-70D

1-71A 1-71C 1-71D

1-72A 1-72B

1-72C 1-72D

1-73A1-73C 1-73D

1-74A1-74C 1-74D

1-75A 1-75B

1-75C 1-75D

1-76A 1-76B 1-76C

1-7AR

1-7C

1-7D

1-81A 1-81B

1-81C

1-82AT

1-84A 1-84B

1-85A 1-85B 1-85C

1-86A 1-86B

1-86C

1-87A 1-87B

1-87C

1-8A

18B

1-8BR

1-90A1-91B1-97B

19AR

19BR

1-9C

19CR

19D

1B1C

20BR

20C 20D

2-1

2-100A 2-100B

2-101A 2-101B

2-102A 2-102B 2-102C

2-103C

2-104A 2-104B 2-104C

2-105A 2-105B 2-105C

2-106A 2-106B

2-106C

2-107A 2-107B

2-108B

2-108BT

2-108C

2-109A 2-109B

2-10CR

2-11

2-110A 2-110B

2-111A 2-111B

2-111C

2-112A 2-112B

2-113A 2-113B

2-114A 2-114B

2-115A 2-115B

2-116C

2-117A 2-117B

2-118E

2-119B

2-12

2-120A 2-120B

2-121A 2-121B

2-121C

2-122A 2-122C

2-123A 2-123B 2-123C

2-124A 2-124C 2-124D

2-125A 2-125C

2-126A 2-126C

2-127A 2-127C

2-128A

2-129A 2-129B 2-129C

2-130B 2-130C

2-131B 2-131C

2-131D

2-132A 2-132C 2-132D

2-133B2-133C 2-133D

2-134C

2-135B2-135C

2-136A2-136B 2-136C

2-137A 2-137B 2-137C 2-137D

2-138A 2-138B

2-138C

2-139A 2-139B

2-139C 2-139D

2-14

2-140A 2-140B 2-140C

2-141A2-141B 2-141C

2-142A 2-142B

2-142C

2-143A 2-143B 2-143C

2-144A 2-144B

2-145B

2-146B

2-147A 2-147B

2-147C 2-147D

2-148A 2-148B

2-148C

2-149B 2-149C

2-14A

2-15

2-150A 2-150B 2-150C

2-151A 2-151B

2-152A 2-152B 2-153A

2-153B

2-154A 2-154B 2-154C

2-155A 2-155B

2-156A 2-156B

2-157AR

2-157BR

2-158B

2-159B

2-16

2-161B

2-162B

2-163B 2-164B

2-165B

2-166B

2-167B

2-477A

2-478B 2-479A

2-47B

2-480B 2-481B

2-482B

2-483A 2-484A

2-485B2-486B 2-487B

2-488B

2-489B

2-48B

2-490B 2-491B

2-492B

2-495B

2-496B

2-497B

2-168B

2-17

2-173B

2-174B

2-175 2-176

2-177

2-178 2-179

2-180 2-181

2-182 2-183

2-184

2-185

2-187

2-189

2-190

2-191R 2-192

2-193

2-194

2-195A

2-197 2-198

2-199

21AR

21BR

21C

21D

2-2

2-200

2-20AR2-20B

2-214A 2-217C

2-219C

2-21A 2-21B

2-21C 2-21D

2-221D

2-2252-226

2-227

2-2282-229 2-230

2-2312-232

2-233

2-234

2-236

2-237

2-238

2-239

2-23B

2-240

2-241 2-242

2-242A

2-243

2-245 2-245A

2-246

2-248

6A

73R

740-MW1

740-MW2

74AR

74B

74C

75A 75B

76B 76C

76D

77A77C 77D

78A 78B

78C

79A

79BR

80B

82A 82B

83A

83BR

83C

84A

84D

85C

85D

86A 86B

86C

9A 9C

CG038P0601

CG038P0602

CG39B9743D

CG39B9743S

CG39B9745

EX-A01

EX-A03

EX-A04

EX-A05

EX-A06

EX-A07

2-249

2-24B

2-250

2-251R

2-252

2-253B

2-254B

2-255B 2-256A 2-256B

2-257B 2-258A

2-259B 2-260B

2-261B 2-262B

2-263B

2-264B

2-265B

2-266A 2-266B

2-267A 2-267B

2-268A

2-26A 2-26B

2-26C

2-270B

2-271B

2-272B

2-273B

2-274A 2-274B

2-275B

2-276B

2-277A 2-277B

2-278A 2-278B

2-279B

2-280A 2-280B

2-281A 2-281B

2-282A 2-282B

2-283A

2-284A

2-285A 2-285B 2-285C

2-286A 2-286C

2-287B

2-288A

2-288B

2-289A

2-28B

2-290B

2-291B

2-292B

2-293B

2-294B

2-296B

2-297B

2-298B

2-299B

2-29B 2-29C

22A 22B

22DR

22ER

2-3

2-300B

2-301B

2-302B

2-303B2-304B

2-305B

2-306B

2-307B

2-308A 2-308B

2-309B

2-30A 2-30B 2-30C

2-310B

2-311B

2-312B

2-313B

2-314A

2-315A 2-315B

2-315C

2-316B

2-316C 2-316D

2-317A

2-318A 2-318C

2-319A

2-31B

2-320A 2-320B

2-320C

2-321B

2-322B

2-323B

2-324B

2-324BT

2-325A 2-325B

2-326B

2-327B

2-328A 2-328B2-328C

2-329A 2-329B

2-32A 2-32B

2-330A 2-330B

2-331B

2-332A

2-333B

2-334B

2-335B

2-336B 2-337B 2-338B

2-339B

2-33B

2-340B

2-341B

2-342B

2-343B 2-344B

2-346B

2-347B

2-348B

2-349A 2-349B 2-349C

2-34B

2-350B

2-351A2-351B 2-351C

2-352B

2-353B

2-354B

2-355B

2-356B

2-357B

2-358B

2-359B

2-35B

2-360B

2-361B

2-362B

2-363A 2-363B

2-364B

2-365B

2-366B 2-367B

2-368B

2-369B

2-370A2-370B

2-371A 2-371B

2-372B

2-373B

2-374A

2-375A

2-376B

2-377B 2-378

2-379B

2-37B

2-380B

2-381

2-382B

2-383B 2-384B

2-385B

2-386B

2-387B

2-388A 2-388B

2-389B

2-38B

2-390B

2-391A 2-391B

2-392B

2-393B

2-394B

2-395A 2-395B

2-396A 2-396B

2-396C

2-397A

2-398B

2-399A 2-399B

2-39A 2-39B

23A

23BR

2-400B

2-401B

2-402A 2-402B

2-403A 2-403B

2-404A 2-404B

2-405B

2-406B

2-407B

2-408B

2-409A2-409B

2-40A

2-410B

2-411A

2-412A

2-413A

2-415A

2-416A

2-417A

2-418B

2-419B

2-41A 2-41B

2-420B

2-421B

2-422B

2-423A 2-423B

2-424B

2-425B

2-426A 2-426B

2-427B

2-428B

2-429A 2-429C

2-42B

2-430A

2-431B 2-432A

2-433A

2-434A

2-435B

2-436B

2-437B

2-438B

2-439B

2-43B

2-440B

2-441B

2-442B

2-443B

2-444A

2-446B

2-447B

2-448B

2-449B

2-44B

2-450B

2-451A2-452A

2-453B

2-454B

2-455B

2-456A

2-457A

2-458C

2-460A

2-461A

2-462B

2-463B

2-465B 2-466B

2-468B

2-469B

2-46B

2-470A

2-471B

2-472B

2-473B

2-474B

2-475A

2-476B

2-499B

2-49B

24A

24B

24CR

2-500B

2-501A

2-502A 2-502B

2-503A

2-504A 2-504C

2-505A

2-506B

2-507B

2-508B

2-509B

2-50B

2-510B

2-512B

2-514B

2-515B

2-517B

2-518B 2-519B

2-51A 2-51B

2-520B

2-521B

2-524B

2-525B

2-526B

2-527B

2-528B

2-529B

2-52B 2-52C

2-530B

2-531B

2-534B

2-535B

2-537B

2-538B

2-539B

2-540B

2-541B

2-542B

2-543B

2-544B

2-545B

2-546B

2-547B

2-548B

2-54B

2-550H 2-551H

2-553H

2-555B

2-557B

2-559B

2-55B

2-560B 2-561B

2-562B

2-563B

2-564B

2-565B

2-56B 2-57A 2-57B

2-58A 2-58C

2-59

25AR

25CR

2-6

2-60 2-61

2-62A 2-62B

2-63A 2-63B

2-64A 2-64B

2-65A 2-65B

2-66C

2-67A2-67B 2-68A 2-68C

2-69

2-7

2-70 2-71

2-73BU

2-74BU

2-75BL

2-75BU

2-77BL2-79BU

27B 27R

2-8

2-80

2-82BL

2-83BL

2-84BU

2-85B

2-86B

2-87B

2-88B 2-89B

28B

2-9

2-91A 2-91B

2-92A 2-92B

2-93A2-93B

2-94A

2-96B

2-97A 2-97B

2-98A 2-98B

2-99A2-99B

2AR

2BR

2C

2-S449B

2-S450

3100-MW02

3100-MW04

34A 34B

34CR

34DR

35A

35C

35D

39R

3A 3B

40BR

40CR

41AR

41C 41D

42AR

42C

43AR

43B 43C 43D

45AR

45CR

45DR

46AR

46B 46C 46D

47AR

47B 47C 47D

49AR49B

49C

49D

4AR

4BR

4C

50AR50CR

50D

51AR

51BR

51C

52AR

52BR

52C

55A 55B

55C 56A 56B

57A 57B

58AR

58BR

59B 59C

59D

5AR

5B 5C

60B 60D

61A

64A 64B

64C

65A 65B

65C

66AR

66B

66C 67A

67BR

68A

EX-A08

EX-A09

EX-A10 EX-A11

EX-A12

EX-B01

EX-B02 EX-B03

EX-B04

EX-B05

EX-B06

EX-B07

EX-B08

F1-12 F1-9

GTR-EX

GTR-P1

GTR-P10

GTR-P3

GTR-P4 GTR-P6

GTR-P7

I-55

I-56

I-57

L2-15H1 L2-15H2 L2-15U

L2-16H2 L2-16U

L2-18H

L3-14H L3-14U

L3-15H L3-15U

L4-30H2

L4-30U

M-1AR

M-1CR

M-2ARM-2BR

M-2CM-2D

M-2R M-3

M-3A

M-3BR

M-3CR

M-4AR

M-4B

M-4CR

MF-15ARMF-15B

MF-15C

MF-16AR

MF-16BR

MF-16CR

MF-17AR

MF-17B

MF-1BR

MF-1C

MF-4

MW-118

P-1

P-10

P-12

P-13 P-14R

P-15

P-16R

P-18

P-19

P-2

P-3

P-4

P-5

P-6

P-7

P-8

P-9

PN-01

PN-03

PR1-7

PR2-7

PR3-7

PS-01

R-1

R-2

R-3

R-4

R-5

R-6

SP-11

2-556WB

SP-12

SP-6

TOB-10BR

TOB-10CR

TOB-11A

TOB-11B

TOB-11CR

TOB-12A

TOB-12B

TOB-12CR

TOB-13A

TOB-13BR

TOB-13C

TOB-16A

TOB-16B

TOB-16CR

TOB-19A

TOB-19B

TOB-19C

TOB-1AR

TOB-1B

TOB-1C

TOB-20AR

TOB-20B

TOB-20CR

TOB-2A

TOB-2B

TOB-2CR

TOB-3BR

TOB-3C

TOB-4A

TOB-4C

TOB-5A

TOB-5B

TOB-5CR

TOB-6A

TOB-6B

TOB-6C

TOB-8A

TOB-8B

TOB-8CR

TOB-9A

TOB-9BR

TOB-9C

TOR-1

TOR-2

TOR-3

TOR-4

TOR-5

TOR-6

UI380803

UI380804

UM380803

UM380804

WS-1

WS-11

WS-12

WS-13

WS-2

WS-20

WS-21

WS-22

WS-23

WS-24

WS-25

WS-26

WS-27WS-29

WS-3

WS-30

WS-31

WS-32

WS-33

WS-5

WS-7

WS-8

TVA-01

TVA-06

TVA-07TVA-08

TVA-10

TVA-11

TVA-12

TVA-19

TVA-31

TVA-32

TVA-34

TVA-45

TVA-05

TVA-13

TVA-20

TVA-30

TVA-37

TVA-39

TVA-42

TVA-44

TVA-02

TVA-03

TVA-04

TVA-14TVA-15TVA-16

TVA-17

TVA-18

TVA-21

TVA-22

TVA-23

TVA-24

TVA-25

TVA-26

TVA-27

TVA-28

TVA-29

TVA-33

TVA-35TVA-36TVA-38TVA-40TVA-41

P-17

R-7

LF2-Sump LF4-Sump

GTR-NSUMP

GTR-SSUMP

105-MW12

105-MW13

105-MW14

10A 10B 10C

10D 10E

1-11A

1-12CR

1-13AR 1-15BR

11B

1-27

14P9704

1-50BR

1-59B

1-61A 1-63B

1-64A 1-64C

1-67A

1-69A 1-69C

1-70C

1-70E

1-71B

1-73B

1-74B

1-7BR

1-82A

1-90B 1-90C

1-91A 1-91C

1-9AR

1-9BR

1-9D

1AR

20A

2-108A

2-10AR

2-10BR

2-116A 2-116B

2-118A 2-118B 2-118C 2-118D

2-128C

2-13

2-130A

2-131A

2-134A2-134B

2-135A

2-144C

2-149A

2-160B

2-18

2-186

2-188

2-195

2-196

2-19A 2-19B

2-205B

2-212PT

2-213PT

2-215A 2-216C 2-218A

2-22

2-220B

2-235

2-23A

2-244

2-247

76A

79C 79D

84B84CR

85A 85B

CG038P0603

CG39B9741

EX-A02

2-25B

2-27B

2-287AR

2-295B

2-29A

2-2A

2-316A

2-36B

2-397B

2-398A

2-4

2-40B

2-414A

2-42A

2-445B

2-446BU

2-464B 2-467B

2-493B

2-494B

2-498B

2-5

2-501B 2-511B

2-513B

2-516B 2-522B

2-523B

2-52A

2-536B

2-53B

2-549B

2-552H

2-558B

2-66A 2-66B

2-68B

2-73BL

2-76

2-77BU

2-78

2-79BL 2-81

2-84BL

3100-MW03

35BR

40A

41B

45B

59AR

60A

61B

F1-20 F1-24

GTR-P2

GTR-P5

GTR-P8

GTR-P9

L2-16H1L4-30H1 L4-30H3

M-1BR

MF-12

MF-1AR

MW-119

P0901 P0902

P-11

PN-02

SP-1

SP-5

TOB-10AR

TOB-4BR

TOR-7

UI380801

UI380802

UI380805

UI380806

UM380801

UM380802

WS-34

2-554WB

MATLOCK

7VEP16

7VEP1

7VEP12

7VEP1-1

33VEP-9

33VEP-12

PDD 2-3

PDD 2-1

PDD 2-2

PDD 1-1

PDD 1-3PDD 1-2

PDD 1-6

1-108 1-121

IWTP-VEP-7

IWTP-VEP-6

IWTP-VEP-9

IWTP-VEP-3

7RW-4

7VEP1-2

62VEP4-2

62VEP1-1

62VEP1-2

62VEP1-3

7VEP4-1 7VEP4-2

7VEP4-3

7VEP5-3

7VEP15

7VEP17

7VEP8

7VEP7

7VEP6

7VEP3

7VEP2

7VEP5

7VEP97RW-2

33VEP-10

33VEP-11

33VEP-8

33VEP-5

33VEP-7

33VEP-433VEP-3

33VEP-2

33VEP-1 33VEP-6

PDD 3-2

PDD 3-1

PDD 1-4

PDD 1-5

123RW-4

123RW-2

123RW-3

123RW-1

33EW-1

33EW-2

1-105

2-171

2-172

RC-5

RC-3

RC-4

NTA-8A

RC-6

IWTP-VEP-8

IWTP-VEP-5

IWTP-VEP-4 IWTP-VEP-1

IWTP-VEP-2

7RW-3

7RW-5

7VEP1-3

62VEP4-1

62VEP2-4

62VEP2-3

62VEP2-2

62VEP2-1

7RW-1

7VEP2-1

7VEP2-2

7VEP2-3

7VEP2-4

7VEP3-1-2

7VEP3-1

7VEP3-2

7VEP3-3

7VEP3-4

7VEP4

7VEP5-1

7VEP5-2

LSZ

LLSZ

USZ

USZ

USZ

2,138,000

2,138,000

2,139,000

2,139,000

2,140,000

2,140,000

2,141,000

2,141,000

2,142,000

2,142,000

2,143,000

2,143,000

2,144,000

2,144,000

2,145,000

2,145,000

2,146,000

2,146,000

2,147,000

2,147,000

2,148,000

2,148,000

2,149,000

2,149,000

2,150,000

2,150,000

2,151,000

2,151,000

2,152,000

2,152,000

2,153,000

2,153,000

2,154,000

2,154,000

2,155,000

2,155,000

2,156,000

2,156,000

2,157,000

2,157,000

2,158,000

2,158,000

2,159,000

2,159,000

2,160,000

2,160,000

2,161,000

2,161,000

2,162,000

2,162,000

2,163,000

2,163,000

5,0

5,0

6,0

6,0

7,0

7,0

8,0

8,0

9,0

9,0

0,0

0,0

1,0

1,0

2,0

2,0

3,0

3,0

4,0

4,0

5,0

5,0

6,0

6,0

7,0

7,0

8,0

8,0

9,0

9,0

0,0

0,0

1,0

1,0

FIL

E:

\\H

AR

GR

AV

ER

EK

O\

GR

OU

ND

W

AT

ER

_S

HA

RE

\M

AP

PI

NG

\TI

NK

ER

AF

B\B

AS

EM

AP

S\

AC

TIV

EB

AS

EM

AP

\AC

TIV

E_

TIN

KE

R_

BA

SE

MA

P_

NO

V.

MX

D

0 500 1000 1500 2000 Feet

Active Well Locations Map 2009 Basewide Environmental Well Sampling and Water Level Measurement prepared for

Tinker Air Force Base Oklahoma City, Oklahoma

ANALYST: HARGRAVER

DATE: 11/18/2010

A Projected Coordinate System:

Oklahoma State Plane North NAD83 ft

(FIPS 3501)

1 inch = 500 feet

Explanation Monitoring Well Extraction Well Horizontal Extraction Well Injection Well Piezometer Private Water Well (TVA Locations Approximated) Production Well (Public Water Supply) Sump (Landfills 2 and 4; CG040) Vapor Extraction Well 200 Foot Horizontal Well Screen Tinker Air Force Base Property Line (Including Leased Areas)

WELL CONSTRUCTION SCHEMATIC

CLIENT: Tinker Air Force Base

PROJECT: Monitor \VeU Installation

SITE: Oklahoma City. Oklahoma

DA TE COMPLETED: 8/16/93

DRILLER: Guillermo Carrasco

SUPERVISED BY: Gay Nell Gutierrez

COMMENTS:

Cement Bentonite Slurry --__ ~

Depth to Top of Bentonite: 21.5~-~~

Depth to Top of Sand: 26. 5 '~-I~

Screen Interval:

Tota! Depth

WELLID: 1-71B

OHM JOB NOJCLIN NO.: 14555/5006

DRILLL"lG METHOD: Wet Rotary

GROl,iND LEVEL ELEV. (AMSL): 1256.92

ELEV. TOP OF CASING (AMSL): 1256.62

BOREHOLE DIAMETER: 8.5"

,------ Expanding well cap

Ground Surface

1'x1'x6" Concrete pad

4" SchedulefType 304 Stainless Steel Riser

Bentonite Seal

4" SchedulefType 304 Stainless Steel 10': 0.010 11 Screen

3.0' Sump of Casing and Borehole: 42.0' ------- , ... 1

Bottom Bentonite Seal

8.5"

OHM Remediation Services Corp.

LITHOLOGIC DESCRIPTION

SAND, FINE -GRAINED, SOME CLAY, REO.

SANDSTONE,FINE-GRAINED,RE~

SAND, FINE -GRAINED, SOME CLAY, REO.

CLAY, REO, FI.RM.

---- BASE OF LA YER 1 ----

TOTAL DEPTH = 22 FEET.

File: MWI91P-B.log

U C S

SM

NACM

SM

CL

PA

TINKER AIR FORCE BASE

:r:

CJ)

W

Bore diam.:

111/2 in.

~j::;:~6-in. schedule 40 PVC casing

CLIENT: Tanker Air Force Bue

PROJECI': Monitoring WcIllnstaUabon

SITE: Oklahoma City. 0Idahama

DATE COMPLETED: 4I23/lJ3

DRD..LER: A. W. Pool. Inc.

SUPERVISED BY: s. Santamaria

COMMENTS:

Depth to Top of Bentonite: 53

Depth to Top of Sand: 5

Screen Interval: 60 - 70' ~

Depth to Top of Plug Back: 7

Total Depth: 71'

Drawing not to SCDle

WELLID: MW-2-21A·

OHM JOB NO.: 13930

DRILLING ME11IOD: Wet Ratay

GROUND LEVEL KLEV. (AMSL): 1244.79 •

£LEV. TOP OF CASING (AMSL): 1246.69 •

GROUNDWATERELEVA110N(AMSL): N/A

,-.,....------ Threaded well cap .

..... t----- 6"x5' Steel protective pipe.

3'x3' Concrete pad.

Cement Bentonite Siuny

4" Type 304 Stainless Steel Casing

Bentonite Seal

4" Type 304 Stainless Steel 10': 0.010' Screen

Bentonite Plug Back

OHM Remediation Services Corporation

-WELL CONSTRUCTION SCHEMATIC

CLIENT: Tmb:r Air For.:cBasc

SITE: Oklahoma City, Oklahoma

DATE COMPLETED:. 4/23/93

DRILLER: A. W. Pool. Inc.

SUPERVISED BY: S. Sudamaria

COMMENTS: DrawinlllOt to scale

Depth to Top of Bentonite: 13

Depth to Top of Sand: 1 8

Screen Interval: 20 - 30'

Depth to Top of Plug Back:

Total Depth: 31.5'

Drawing not to sCDh

WELLID: MW-2-21B

OHM JOB NO.: 13930

DRILLING ME11IOD: Wet Rotary

GROUND LEVEL ELEV. (AMSL): 1244.s1·

£LEV. TOP OF CASING (AMSL): 1246.96 •

GROUNDWATERELEVA110N(AMSL): NJA

~---.:o---- Threaded well cap •

.... ---- 6"xS' Steel protective pipe.

I~ .. I 8 1/2"

3 'x3' Concrete pad.

-Cement Bentonite Slurry

4" Type 304 Stainless Steel Casing

Bentonite Seal

4" Type 304 Stainless Steel 10': 0.010' Screen

Bentonite Plug Back

OHM Remediation Services Corporation

Client: Tinker Air Force Base

Location: T AFB, Oklahoma

Contract No: F34650-94-D-008215003 (P & A 2)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental Inc.

Comments:

5' X 6" Steel Protective Pipe

Stainless Steel Identification Marker

Depth to Bottom of Surface Casing: 110'

Cement Bentonite Sluny

Depth to Top of Bentonite: 131'

Depth to Top of Sand Pack: 136'

Depth To Top of Screen: 138'

Depth to Bottom of Screen: 148'

Depth to Top of Bentonite Plug: 149'

Depth to Bottom ofSwnp: 151'

Total Depth of Borehole: 155'

Drawing not to scale

Well ID: 2-21C Site: LF15

Date 4-lnch Riser Set: 12128/94

Drilling Method: Mud Rotary

Ground Level Elev. (AMSL): 1244.89'

Top ofCsg. Elev. (AMSL): 1248.07'

Dedicated Pump: 2-inch Grundfos

---Expanding Well Cap

5' X 4" Vehicle Protector Posts

15" Borehole

10" Schedule 40 PVC Surface Casing

4 " Schedule / Type 304 Stainless Steel Riser

~----- 8.75" Borehole

.... ----- Bentonite Seal

.-.----- 20-40 Silica Sand Pack

~~~ ____ 4" Schedule 5, Grade 304 Stainless Steel 0.0 IO-inch Screen

3.0' Swnp Bottom Bent.onite Seal

< > Centralizers

Client: TINKER AF8

Project Name: TINKER 5000

Project Location: TINKER AFB, OKlAHOMA

Project Number: 409802 MONITORING WELL 2-448

DRILLING AND SAMPLING INFORMATION

Boring Location: AREA 290 PAD ELEV.en):

TOTAL DEPTH(n.):

Logged By: P. SCHUMANN, K. HERRINGTON Oate Started:

Drilled By: D. EYLER Date Campteted:

NESCO

Drill Rig Type: RODGERS 760 Drilling "ethod: HOLLOW STEM AUGER

Sampling .. ethad: 3.25" 1.0 CONTINUOUS SAMPLER

Notes: 7 - 1 /7' BOREHOLE

COORDINATES-NAD 27: N 157220.432, E 2182321.300

1251.60 23.0 11/1/93 11/1/93

WELL COMPLETION DATA

EI .... - Top of Cosing(ft.): 1251.18 Ref. Datum: NGVD

1. lWer Pipe-I.D.(in.): 2 Depth(ft.): 10.0 Type: S.Steel

Centroliz.,-s-Type: S.Steel Dept"'(ft.): 9.0

2. Scmn Oia.(in.): 2 Type: S.Steel Millslotted

Depth Interval(ft.): 10.0-20.0 Slot Size(in.): .010

Centrolizers-Type: Dept.,.(ft.):

.3. Fitter Pack Type: Silica Sand Depth tntervol(ft.): B.0-20.4 Cone. Pad Size: 2'x2'XD

GEOPHYSICAL ~ ~ 0

~~LO.;;.G.;....;(:..;;.G...;.AM_M.;..A...:)~~~ • a:: ~ 8

DESCRIPTION 20 40 10 10 100

CONCRETE ___

GRAVELLY SAND - 20'; grovel, 50'; sond; 20';:;;

fines; well (: graded; ~~.~se; moist; 1 dark red 2.5YR-4,6j

.Q.t.Y - highly plastic; stiff; moist; dark olive gray (5Y-.3!2)

GRAVELLY SILTY CLAY - highly plastic; '0'; 9ravelf 20'; silt: stiff; .moist; dark red (2.5YR-4/6); If mottled With olive gray IJ

SILTY CLAY - moderatley plastic; 10'; silt; stiff; -, dry; red (2.5YR-5/8) , .seJS.Q - very fine grained; poorly graded: loose:

moist: red (2.5YR-5/B); some olive green streaks

- strong product odor at B'

- 107. fines: moderately graded; slight product odor at g'

- yellowish red (5YR-5/6)

- graded; dark red (2.5YR-4/B); petroleum odor

- moderotely graded: wet: yellowish red (5YR-5/6)

- moist

- wet

- cloy layer

- moist

TOTAL DEPTH = 2.3.0 FEET

~~o~ Q.~~~~

Q. a::

:I

'" Z ~

..J sw ch ~ ch sm 5-

15-

25-

30-

35-

12" Steei.~ ManhOle Cover

Concrete Flusn Completion

-1.0

3.0

B.O cement!

-bentonite grout

~-1/~ inch ~ bentonite ~. pellets ~ ____ riser pipe

~ (threaded) t>~ stainless steel centralizer

40-+------------------------------~

I ORAFT I RPS I DRAFT T~_~I PROJ, ~_----41 APPRV.II--_----41 DWG. I

BY [2/16/94 1 CHK II CHK I BY I I NO.

409B02-A34 Sheet 1 of 1

WELL CONSTRUcnON SCHEMATIC

Location: T AFB, Oklahoma

Contract No: F34650-94-D-00821S003 (P & A 2)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist:'James W. Roberts

Drlg Contractor: Associated Environmental Inc.

Comments:

5' X 6" Steel Protective Pipe

Stainless Steel Identification Marker

. Depth to Bottom of Surface Casing: ISO'

Depth to Bottom of Surface Hole: ISS'

Cement Bentonite Slurry

Depth to Top of Bentonite: 163'

Depth to Top of Sand Pack: 168'

Depth To Top of Screen: 170'

Depth to Bottom of Screen: 175'

Depth to Top of Bentonite Plug: 176'

Depth to Bottom of Sump: 177'

Total Depth of Borehole: 182'

Drawing not to scale

Well 10: 2-103C Site: LF16

Date 4-Inch Riser Set: 1114/95

Drilling Method: Mud Rotary

Ground Level Elev. (AMSL): 1302.29'

Top ofCsg. Elev. (AMSL): 1305.56'

Dedicated Pmnp: 2-inch Grundfos

,.---b~Q)anC1ll1g Well Cap

5' X 4" Vehicle Protector Posts

15" Borehole

10" Schedule 40 PVC Surface Casing

4" Schedule I Type 304 Stainless Steel Riser

~----- 8.625" Borehole

..... _____ Bentonite Seal

.... _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~~~---- Steel O.OIO-inch Screen

3.0' Sump Bottom Bentonite Seal

<: > Centralizers

WELL CONSTRUCfION SCHEMATIC

Location: T AFB, Oklahoma

Contract No: F346S0-94-D-0082/S003 Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments:

Stainless Steel Identification Marker

Depth to Bottom of 10" Swface Casing: 64'

Cement Bentonite Slurry

Depth to Top of Bentonite: 81'

Depth to Top of Sand Pack: 86'

Depth To Top of Screen: 88'

Depth to Bottom of Screen: 98'

Depth to Top of Bentonite Plug: 99'

Depth to Bottom of Sump: 101'

Total Depth of Borehole: 115'

Drawing not to scale

Well ID:2-106A

Site: WP18

Date 4-lnch Riser Set: 4/13/95

Drilling Method: Mud RotaI)'

Ground Level Elev. (AMSL): 1263.91'

Top ofCsg. Elev. (AMSL): 1263.88'

Dedicated Pump: 2-inch Gnmdfos

10" Schedule 40 PVC .... -----Surface Casing

15" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

' ..... _____ 8.75" Borehole

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~~.----- Steel 0.0 I O-inch Screen

3.0' Sump

WELL CONSTRUCfION SCHEMATIC

Locatio!): T AFB, Oklahoma

Contract No: F34650-94-D-0082/5004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 100'

Depth to Top of Sand Pack: 105'

Depth To Top of Screen: 107'

Depth to Bottom of Screen: 117'

Depth to Top of Bentonite Plug: 118'

Depth to Bottom of Sump: 120'

Total Depth of Borehole: 147'

Drawing not to scale

Well ID: 2-124C Site: LF14

Date 4-Inch Riser Set: 03/17/95

Drilling Method: Mud RotaI)'

Ground Level Elev. (AMSL): '

Top ofCsg. Elev. (AMSL): '

Dedicated Pump: 2-inch Grundfos

,..---c:ICp8lnC11Ilg Well Cap

5' x 4" Vehicle Protector Posts

..------ 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

~~ ______ 4" Schedule 5, Grade 304 Stainless Steel 0.0 10-inch Screen

3.0' Sump

.< > Centralizers

Client: Tinker Air Force Base Well ID: 2-124D Locatio!!: T AFB, Oklahoma Site: LFl4

Contract No: F346S0-94-D-0082IS004 (P & A 3) Date 4-Inch Riser Set: 03116/95

Contractor: Brown & Root Enviromnental Drilling Method: Mud Rotary

Project Manager: David Parker Ground Level Elev. (AMSL): '

Project Geologist: James W. Roberts Top ofCsg. Elev. (AMSL): '

Drlg Contractor: Associated Envirorunental, Inc. Dedicated Pump: 2-inch Grundfos

Comments: Top Riser: 4" Schedule 40 PVC Casing. 5' well screen set.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 153'

Depth to Top of Sand Pack: 158'

Depth To Top of Screen: 160'

Depth to Bottom of Screen: 165'

Depth to Top of Bentonite Plug: 166'

Depth to Bottom of Sump: 168'

Total Depth of Borehole: 180'

Drawing not to scale

,.----r,:"paJnaul~ Well Cap

5' x 4" Vehicle Protector Posts

~----- 8.75" Borehole

.4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~~------ Steel 0.010-inch Screen

3.0' Sump

~LLCON~ucnoNsCHEMAnc

Client: Tinker Air Force Base Well 10: 2-12SA

Locatio~ T AFB, Oklahoma Site: PRM

Contract No: F34650-94-D-0082/5004 (P & A 3) Date 4-Inch Riser Set: 05/04/95

Contractor: Brown & Root Environmental Drilling Method: Mud Rotary

Project Manager: David Parker Ground Level Elev. (AMSL): '

Project Geologist: James W. Roberts Top of Csg. Elev. (AMSL): '

Drlg Contractor: Associated Environmental, Inc. Dedicated Pwnp: 2-inch Grundfos

Comments: Top Riser: 4"Schedule 40 PVC Casing. 5' well screen set.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 83'

Depth to Top of Sand Pack: 88'

Depth To Top of Screen: 90'

Depth to Bottom of Screen: 95'

Depth to Top of Bentonite Plug: 96'

Depth to Bottom of Swnp: 98'

Total Depth of Borehole: 101'

Drawing not to scale

,---.t.:"panoulg Well Cap

51 X 4" Vehicle Protector Posts

~----- 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack l==~"'---- 4" Schedule 5, Grade 304 Stainless Steel O.OIO-inch Screen

3.0' Swnp

Client: Tinker Air Force Base Well ID: 2-12SC Locatioll: T AFB, Oklahoma Site: PRM

Contract No: F34650-94-D-008215004 (P & A 3) Date 4-Inch Riser Set: 05/05/95

Contractor: Brown & Root Environmental Drilling Method: Mud Rotary

Project Manager: David Parker Ground Level Elev. (AMSL): • Project Geologist: James W. Roberts Top ofCsg. Elev. (AMSL): ' .

Drlg Contractor: Associated Environmental Inc. Dedicated Pump: 2-inch Grundfos

Comments: 4" PVC Schedule 40 Casing .. Sand set l' above well screen.

5' X 6" Steel Protective Pipe

Stainless Steel Identification Marker

Depth to Bottom of Surface Casing: 120'

Cement Bentonite Slurry

Depth to Top of Bentonite: 122'

Depth to Top of Sand Pack: 127'

Depth To Top of Screen: 128'

Depth to Bottom of Screen: 138'

Depth to Top of Bentonite Plug: 140'

Depth to Bottom of Sump: 141 '

Total Depth of Borehole: 141.8'

Drawing not to scale

,..---b:"pandlllg Well Cap

5' X 4" Vehicle Protector Posts

15 If Borehole

10" Schedule 40 PVC Surface Casing

4" Schedule 5, Grade 304 Stainless Steel Riser

__ ----- 8.75" Borehole

__ ---- Bentonite Seal

... ----- 20-40 Silica Sand Pack

E§E§II.-+---- 4" Schedule 5, Grade 304 Stainless Steel 0.01 O-inch Screen

3.0' Sump

~LLCON~UcnONSCBEMATIC

Location.: TAFB, Oklahoma

Contract No: F34650-94-D-0082/5004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 29'

Depth to Top of Sand Pack: 34'

Depth To Top ofScieen: 36'

Depth to Bottom of Screen: 46'

Depth to Top of Bentonite Plug: 47'

Depth to Bottom of Sump: 49'

Total Depth of Borehole: 55'

Drawing not to scale

Well ID: 2-133B Site: PRM

Date 4-Inch Riser Set: 02/24/95

Drilling Method: Auger

Ground Level Elev. (AMSL): 1272.32'

Top of Csg. Elev. (AMSL): 1275.11'

Dedicated Pump: 2-inch Grundfos

,----h:"pa:nClulg Well Cap

..._----- 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

~~ .... ____ 4" Schedule 5, Grade 304 Stainless Steel 0.010-inch Screen

3.0' Sump

WELL CONSTRUcrION SCHEMATIC

Location: T AFB, Oklahoma

Contract No: F34650-94-D-008215004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 65'

Depth to Top of Sand Pack: 70'

Depth To Top of Screen: 72'

Depth to Bottom of Screen: 82'

Depth to Top of Bentonite Plug: 83'

Depth to Bottom of Sump: 85'

Total Depth of Borehole: 86'

Drawing not to scale

Well ID: 2-142A

Site: BW

Date 4-lnch Riser Set: 05/19/95

Drilling Method: Mud Rotary

GroWld Level Elev. (AMSL):

Top ofCsg. Elev. (AMSL):

Dedicated Pump: 2-inch Grundfos

,.---I~xpandlm.2 well cap

~ ____ 4" Schedule 5, Grade 304 Stainless Steel Riser

~""t------ 8.75" Borehole

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~~ ... ---- Steel O.OIO-inch Screen

3.0' Sump

WELL CONSTRUcrION SCHEMATIC

Location: T AFB, Oklahoma

Contract No: F34650-94-D-0082/5004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 120'

Depth to Top of Sand Pack: 125'

Depth To Top of Screen: 127'

Depth to Bottom of Screen: 137'

Depth to Top of Bentonite Plug: 138'

Depth to Bottom of Sump: 140'

Total Depth of Borehole: 142'

Drawing not to scale

Well ID: 2-142C Site: BW

Date 4-Inch Riser Set: 05/18/95

Drilling Method: Mud Rotary

Ground Level Elev. (AMSL):

Top ofCsg. Elev. (AMSL):

Dedicated Pump: 2-inch Grundfos

,.---.t:~xplandllDg well cap

~ ____ 4" Schedule 5, Grade 304 Stainless Steel Riser

~----- 8.75" Borehole

~----- Bentonite Seal

.~ _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ==~ .... ---- Steel 0.010-inch Screen

3.0' Sump

Client: Tinker Air Force Base Well ID: 2-147B Location; T AFB, Oklahoma Site: PRM

Contract No: F34650-94-D-008215004 (P & A 3) Date 4-Inch Riser Set: 02/03/95

Contractor: Brown & Root Environmental Drilling Method: Auger

Project Manager: David Parker Ground Level Elev. (AMSL): 1268.63'

Project Geologist: James W. Roberts Top ofCsg. Elev. (AMSL): 1271.83'

Drlg Contractor: Associated Environmental, Inc. Dedicated Pump: 2-inch Grundfos

Comments: Top Riser: 4" Schedule 40 PVC Riser Casing. 2' thick top seal. Top of sand set 16' above screen.

5' x 6" Steel I C ___ --Exp~ding We I ap Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 18'

Depth to Top of Sand Pack: 20'

Depth To Top of Screen: 36'

Depth to Bottom of Screen: 46'

Depth to Top of Bentonite Plug: 47'

Depth to Bottom of Sump: 49'

Total Depth of Borehole: 50'

Drawing not to scale

------- 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

... t------ 20-40 Silica Sand Pack

~~ .... ____ 4" Schedule 5, Grade 304 Stainless Steel 0.01 O-inch Screen

3.0' Sump

Location: T AFB, Oklahoma

Contract No: F34650-94-D-0082/5004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Depth to Bottom of Surface Casing: 46'

Cement Bentonite Slurry

Depth to Top of Bentonite: 128'

Depth to Top of Sand Pack: 133'

Depth To Top of Screen: 135'

Depth to Bottom of Screen: 145'

Depth to Top of Bentonite Plug: 146'

Depth to Bottom of Sump: 148'

Total Depth of Borehole: 152'

Drawing not to scale

Well 10: 2-148C Site: PRM

Date 4-Inch Riser Set: 05/10/95

Drilling Method: Auger, 0'-46'; Mud Rotary, 46'-152'

Ground Level Elev. (AMSL): '

Top of Csg. Elev. (AMSL): '

Dedicated Pump: 2-inch Gnmdfos

~--~:"p81nQlIlg Well Cap

17" Borehole

1 0" Schedule 40 PVC Surface Casing

4" Schedule 5, Grade 304 Stainless Steel Riser

.... ----- 8.75" Borehole

__ ----- Bentonite Seal

~----- 20-40 Silica Sand Pack

~~.-+ ____ 4" Schedule 5, Grade 304 Stainless Steel O.OIO-inch Screen

3.0' Sump

Client: Tinker Air Force Base Well ID: 2-152B Location; T AFB, Oklahoma Site: BW

Contract No: F34650-94-D-0082/5004 (P & A 3) Date 4-Inch Riser Set: 05/18/95

Contractor: Brown & Root Environmental Drilling Method: Mud Rotary

Project Manager: David Parker Ground Level Elev. (AMSL): '

Project Geologist: James W. Roberts Top of Csg. Elev. (AMSL): '

Drlg Contractor: Associated Environmental, Inc. Dedicated Pump: 2-inch Grundfos

Comments: Top Riser: 4" Schedule 40 PVC Casing. l' thick top seal set. Top of sand set l' above screen.

5' x 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 7'

Depth to Top of Sand Pack: 8'

Depth To Top of Screen: 9'

Depth to Bottom of Screen: 19'

Depth to Top of Bentonite Plug: 20'

Depth to Bottom of Sump: 22'

Total Depth of Borehole: 50'

Drawing not to scale

,----~:"panC11ltlg Well Cap

------- 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

~~ .... ____ 4" Schedule 5, Grade 304 Stainless Steel 0.0 IO-inch Screen

3.0' Sump

Tetra Tech Monitoring Well Construction Log

Project/Site Name: _ Invest. 5 USTs, TAFB, Site 21 Well No: 2-180 Date 2'-June 1995

Project No: 7109 Drilling Method: 8 II Hollow-stem Augers

Geologist: R.J. Overton

Elevation of Casing: 1,252.02' msl Drilling Contractor: Associated Environmental Industries

Surface Elevation: 1252.42' msl Date Well Construction Completed: June 1995

Type of Protective Casing: Steel/cast iron cover i Dimensions: 8" dia x 12" long Depth to T/Riser: 0.4' ----------------------------Locking Cap: Y /N

Depth bgs

• Type of Surface Grout: Concrete v ______ Surface Casing{s) DiameterIType/Length:

.--- Not Applicable

Surface Casing Grouting Information:

Not Applicable

I ~~~--------Riser Length Above Screen:

Riser Inner DiameterIType:

3.7 ft 4" diameter, I Schedule 40 PVC

I_':;'(i,~_q ..... ________ Boring Diameter{s): 8-3/4"

I ..... -I---------Type of Annular Seal: Concrete

Depth to Bentonite Seal: 2 ft --------------------------- I

Type of Bentonite: Medium Bentonite Chips Length of Seal: 1 ft -------------------------------

I 4' ~-------- Depth to Top of Filter Pack: 3 ft ------------------------Type of Filter Pack: 10/20 Mesh S~nd

Depth to Screen: 4 ft --------------------------------- I Screen Length and Type:

Schedule 40 PVC 4" diameter, 10ft

Slot Size: 0.02" -----------------------------------

I Screened Interval: 4 - 14 ft -------------------------------

Length of Sediment Sump: 0.5 ft --------------------------Diameter(fype of Sediment Sump:

I 4" Schedule 40 PVC

Original Boring Depth: 20 ft Plugged Back Depth: 15ft Ty pe of Back fill: _____ B_e_n_to_n_it_e_C_h_i..:..p_s ____________ _

20'

Centralizers: Not Applicable

Note: Boring identification corrected from 2-179 to match marked identification.

Client: TINKER AFB

Project Nome: TINKER PUMPING TESTS

Project Locotion: SW OUADRANT

Project Number: 762322 MONITORING WELL 2-2210

DRILLING AND SAMPLING INFORMATION

Boring Location: SOUTH OF SURFACE ELEV.(FT): 1243.95

LF -4 TOTAL DEPTH(FT.): 161.0

Logged By: M. NEWTON Dote Started: 8/25/95

Drilled By: D. JARMON Dote Completed: 8/28/95

ASSOCIATED ENVIRONMENTAL IND.

Drill Rig Type: FAILING F-10 Drilling Method: DIRECT WET ROTARY

Sampling Method: CUTTINC ~, Notes: SCREENED INTERVAL PICKED BY INSPECTION OF GEOPHYSICAL

LOGS. BOREHOLE DIAMETER IS .15" TO 78' THEN 9" TO 161'

DESCRIPTION

.5l.LI - trace sands; red (2.5YR-4/8)

WELL COMPLETION DATA

Elev-Top of Cosing(ft.): 1246.34 Ref. Datum: GROUND

1. Surf Cosing-I.D.(in.): 10 Depth(tt.): 78 Type: Sch 40 PVC

Centrolizers-Type: NA Depths(ft.): NA

2. Riser Pipe-I.D.{in.): 4 Depth(tt.): 150.3 Type: Sch 40 PVC

Centrolizers-Type: S.Stl Deplhs(ft.): 130

3. Screen Dia.(in.): 4 Type: Sch 40 PVC Millslotted

Depth Interval(ft.):150.3-160.3Slot Size(in.): 0.010

Centrolizers- Type: S.Stl Depths(ft.): 160

4. Filter Pock Type: Silica Sand Depth Intervol(ft.): 161 -148.3

5. Conc. Pad Size: 4'x4'x 1 0", with protective posts

6. Measured Depth (TOC): 163.28

0.0 5

0.0 10

0.0 15

0.0 20

0.0 25

0.0 30

0.0 35

Concrete Pad

Sheet t of 5

Client: TINKER AFB

Project Nome: TINKER PUMPING TESTS

Project Location: SW QUADRANT

Project Number: 762322 MONITORING WELL 2-2210

DRILLING AND SAMPLING INFORMATION

Boring Locotion: SOUTH OF SURFACE ELEV.(FT): 1243.95

LF -4 TOTAL DEPTH(FT.): 161.0

Logged By: M. NEWTON Dote Started: 8/25/95 Drilled By: D. JARMON Dote Completed: 8/28/95

ASSOCIATED ENVIRONMENTAL IND.

Drill Rig Type: FAILING F-l0

Drilling Method: DIRECT WET ROTARY

Sampling Method: CUTIINGS

Notes: SCREENED INTERVAL PICKED BY INSPECTION OF GEOPHYSICAL

LOGS. BOREHOLE DIAMETER IS 15" TO 78' THEN 9" TO 161'

DESCRIPTION

WELL COMPLETION DATA

Elev-Top of Cosing(ft.): 1246.34 Ref. Datum: GROUND

1. Surf Cosing-I.D.(in.): 10 Depth(ft.): 78 Type: Sch 40 PVC

Centralizers-Type: NA Depths(ft.): NA

2. Riser Pipe-I.D.(in.): 4 Depth(ft.): 150.3 Type: Sch 40 PVC

Centrolizers-Type; S.Stl Depths(ft.): 130

3. Screen Dia.(in.): 4 Type: Sch 40 PVC ~,4illslotted

Depth Intervol(ft.):1 50.3- 1 60.3Slat Size(in.): 0.010

Centrolizers-Type: S.StI Depths(ft.): 160

4. Filter Pock Type: Silica Sand Depth Intervol(ft.): 161 - 1 48.3

5. Conc. Pod Size: 4'x4'x 1 0", with protective posts

6. Meosured Depth (TOC): 163.28 w t}o f-a.. w ~ >w w -0::

0 O::w 4-

~z 0> ~ .0

~ I a..w zu ~...J - W :::r: <a.. 0:: f- VI~ 0 a..

< Z w VI a: 0

SAND WITH SILT - very fine groined; poorly graded; red (2.5YR-4/8) 0.0

SP ~ I ~ %

- sand, trace silt 0.0 45- ~ ~ It-- sur~ace

S [§ coslng S S I !§

0.0 50- I SILT WITH SANQ ML

S; ~ .. ~ ~ ~

~ S ~/-

~ v: cement!

0.0 55- I ~ p- ~~~~~n;t.

I %

0.0 60- ~ ~ % ~ v.:

0.0 65- ~inch borehole

0.0 70-

~ IdS.' p;pe 0.0 75- ~ r-- (threaded)

0.0

I DRAFT I OED J DRAFT l J PROJ. I JAPP .1 J DWG'I 762.322-A9 BY 1 I{ ~151 CHK I J CHK I I BY 1 I NO. Sheet 2 of 5

Project Nome: TINKER PUMPING TESTS

Project Location: SW QUADRANT

Project Number: 762322 MONITORING· WELL'2-221D

DRILLING AND SAMPLING INFORMATION

Boring Location: SOUTH OF SURFACE ELEV.{FT): 1243.95

LF-4 TOTAL DEPTH{FT.): 161.0

Logged By: M. NEWTON Dote Started: 8/25/95 Drilled By: D. JARMON Dote Completed: 8/28/95

ASSOCIATED ENVIRONMENTAL IND.

Drill Rig Type: FAILING F -10 Drilling Method: DIRECT WET ROTARY

Sampling Method: CUTIINGS

Notes: SCREENED INTERVAL PICKED BY INSPECTION OF GEOPHYSICAL

LOGS. BOREHOLE DIAMETER IS 15" TO 78' THEN 9" TO 161'

DESCRIPTION

TO at 80' and ron e-Iogs. Reamed with 15" bit and set 10" PVC Sch 40 casing to 78'.

Drill out of casing 8/28/95

- red

I DRAFT l OED I DRAFT l

BY 1'0/19/951 CHK 1

WELL COMPLETION DATA

Elev-Top of Casing(ft.): 1246.34 Ref. Datum: GROUND

1. Surf Cosing-I.D.(in.): 10 Depth(ft.): 78 Type: Sch 40 PVC

Centralizers-Type: NA Depths(ft.): NA

2. Riser Pipe-I.D.(in.): 4 Depth(fL): 150.3 Type: Sch 40 PVC

Centralizers-Type: S.S\I Depths(ft.): 130

3. Screen Dio.{in.): 4 Type: Sch 40 PVC Millslotted

Depth Interval(ft.):150.3- 1 60.3Slot Size(in.): 0.010 CentroJizers-Type: S.Stl Depths(ft.): 160

4. Filter Pack Type: Silica Sand Depth Intervol(fL): 161 -148.3

5. Cone. Pad Size: 4'x4'x1 0", with protective posts

6. Measured Depth (TOC): 163.28 w ~o ..... a.. w ~ . >w <:> w a:f5 0 La.. 0 0> ....J ~z .0 U ~ o..w zu ::E....J - w :x: :t:

<0.. a::: (/) 0 (/)~ 0 u ~ 0..

(i) Z (/) w a: :::> t!) 0

0.0

9"

0.0 85- ~inch borehole

0.0 ". 90-

O'

0.0 95-riser pipe ~ (threaded)

0.0 100-cement!

0.0 105- _bentonite grout

0.0 110-

0.0 115- I

J PROJ. I J APPRV.l I DWG'l 762322-A9

J CHK 1 1 BY 1 1 NO. Sheet 3 of 5

Project Nome: TINKER PUMPING TESTS

Project Location: SW OUADRANT

Project Number: 762322 MO'N'ITORING WELL 2-2210

DRILLING AND SAMPLING INFORMATION

Boring Location: SOUTH OF SURFACE [LEV. (FT): 1243.95

LF-4 TOTAL DEPTH(FT.): 161.0

Logged By: M. NEWTON Dote Storted:

Drilled By: D. JARMON Datf! Completed:

ASSOCIATED ENVIRONMENTAL IND.

Drill Rig Type: FAILING F -10 Drilling Method: DIRECT WET ROTARY

Sampling Method: CUTTINGS

8/25/95

8/28/95

Notes: SCREENED INTERVAL PICKED BY INSPECTION OF GEOPHYSICAL

LOGS. BOREHOLE DIAMETER IS 15" TO 78' THEN 9" TO 161'

DESCRIPTION

- increasing sands

SAND WITH SILT

I DRAFT IDEO I DRAFT I

BY /10/19/951 CHK I

-------------------------------WELL C9MPLETION DATA

Elev-Top of Cosing(ft.): 1246.34 Ref, Datum: GROUND

1. Surf Casing-I.D.(in.): 10 Oepth(tL): 78 Type: Sch 40 PVC

Centrolizers-Type: NA Depths(ft.): NA

2. Riser Pipe-I.O.(in.): 4 Depth(tt.): 150.3 Type: Sch 40 PVC

Centrolizers-Type: S.SU Oepths(ft.): '30

3. Screen Dia.{in.): 4 Type: Sch 40 PVC Millslotted

Depth Interval(ft.):150.3-160.3Slot Size(in.): 0.010 Centrolizers- Type: S.StJ Depths(ft.): 160

4. Filter Pock Type:Silico Sand Depth Intervol(ft.): 161-148.3

5. Conc. Pod Size: 4'x4'x 1 0", with protective posts

6. Measured Depth (TOC): 163.28 w ffio I-Cl. W ~ . ;;::w C> w

0::0:: 0 L&..

w O o~ -l -lz .0 U ~ Cl. w ZU :t ~..J - W :r t:\~ 0:: III Cl. I-

0 U « Cl. « ~ III 0:: w

III 0: :::> C> a

9"

0.0 125- f--inch

SP

borehole

130.0 stainless 130 fo-t--steel centralizer

135- It-riser pipe (threaded) cement!

140- I--- bentonite

" grout

144.0 " a._:

145- :-:

fo:" -.

" ~ I---bentonite \.

'0

:.: pellets \ .

, " .. ' X

148.3 ~~ ~

150- 150.3

·1 ... 1--- filter pock , 10-20 mesh

155-well screen

. stainless I,steel . '

160.0 centralizer

I PROJ.I I APPRV.I I DWG., 762322-A9

I CHK I I BY I I NO. Sheet 4 of 5

Project Nome: TINKER PUMPING TESTS

Project Location: SW QUADRANT

Project Number: 762322 MONITORING WELL 2-2210

DRILLING AND SAMPLING INFORMATION

Boring Location: SOUTH OF SURFACE ELEV.{FT): 1243.95

LF -4 TOTAl:- DEPTH{FT.): 161.0 Logged By: M. NEWTON Dote Started: 8/25/95 Drilled By: D. JARMON Dote Completed: 8/28/95

ASSOCIATED ENVIRONMENTAL IND.

Drill Rig Type: FAILING F -10 Drilling Method: DIRECT WET ROTARY

Sampling Method: CUTIINGS

Notes: SCREENED INTERVAL PICKED BY INSPECTION OF GEOPHYSICAL

LOGS. BOREHOLE DIAMETER IS 15" TO 78' THEN 9" TO 161'

DESCRIPTION

TOTAL DEPTH 1 61. 0 FEET

I DRAFT I OED I DRAFT T

BY 110/19/951 CHK 1

WELL COMPLETION DATA

Elev-Top of Casing{ft.): 1246.34 Ref. Datum: GROUND

1. Surf Casing-I.D.{in.): 10 Depth(fL): 78 Type: 5ch 40 PVC

Centralizers-Type: NA Depths(ft.): NA

2. Riser Pipe-I.D.(in.): 4 Depth(ft.): 150.3 Type: 5ch 40 PVC

Centralizers-Type: S.Stl Depths(ft.): 130

3. Screen Dia.{in.): 4 Type: 5ch 40 PVC Millslotted

Depth Intervol(ft.):150.3-160.3Slot Size{in.): 0.010

Centralizers- Type: S.StI Depths(ft.): 160

4. Filter Pock TYlle: Silica Sand Depth Intervol(ft.): 161-148.3

5. Canc. Pod Size: 4'x4'x10". with protective posts

6. Measured Depth (TOe): 163.28 w ~o ..-a. w ~ >w <.:> w -0:::

0' O:::w 0 u..

...J

~z 0> ~ .0 u a. w zu I ::i:...J - w :x:

(j\~ ~ Ul a. ..- 0 u ~ 0..

< Z Ul w Ul n: ::> <.:> 0 ill 160.3 _~ pvc

~ cop

165-

170-

175-

180-

185-

190-

195-

I PROJ.I I APPRV.I I DWG.I 762322-A9

1 CHK I I BY I I NO. Sheet 5 of 5

Client: Tinker Air Force Base Well ID: 2-271B

Location: T AFB, Oklahoma Site: FT22

Contract No: F34650-94-0-0082/50 17 (P&A #4) Date 4-lnch Riser Set: 08/08/96

Contractor: Brown & Root Environmental Ground Level Elevation (AMSL): 1,252.41'

Project Manager: David Parker Top of Casing Elevation (AMSL): 1,252.13'

Project Geologist: Steve Kelly Northing Coordinate: 151,494.42'

Drilling Contractor: Associated Environmental, Inc, Easting Coordinate: 2,182,196.43'

Drilling Method: Hollow Stem Auger Permanent Monuments Used in Survey: SE32, SE28

Dedicated Pump: 2-inch Grundfos Legal Description: NEl4 Section 22, TIIN, R2W

Comments:

1 Cubic Ft. Ora' m Stainless Steel

Identification Marker

...... sand Sump I TUbe/ ----, I _ _--Expanding well cap

',', ',," .,~ ~,/:.::jJ:::~ ~ 1:-:·:,.-.·.· :.;'." 'iiiiiiiiI' ,»: :.:.» .:, ~.'

4" Schedule 40 PVC Riser

Depth to Top of Stainless Steel Riser: 6'

Cement Bentonite Slurry

Depth to Top of Bentonite: 29'

Depth to Top of Sand Pack: 34'

Depth To Top ofScrecn: 36'

Depth to Bottom of Scn:c.:n: 46'

Depth to Top of Bentonite Plug: 47'

Depth to Bottom of Sump: 49'

T olal Depth of Borehole: 50'

DrGlt'il1g ilOIlO scule

- ..... -I'

4' x 4' Tapered Concrete Pad

4" Schedule 5. Grade 304 Stainless Steel Riser

...:: __ ----- 8.75" Borehole

Bentonite Seal -

- 20-40 Silica Sand Pack -

3' Sump

Bottom Bentonite Seal --

Location: T AFB, Oklahoma

Contract No: F34650-99-D-0056 / 5010

Contractor: Tetra Tech, Inc.

Project Manager: Bill Volk

Project Geologist: Steve Paine

Drilling Contractor: Associated Environmental

Drilling Method / Bit Size: Hollow Stem Auger /8.75"

Dedicated Pump: 2-inch Grundfos

Comments:

Stainless Steel Identification Marker

Cement Bentonite SlurI)'

Depth to Top of Bentonite: 37'

Depth to Top of Sand Pack: 40'

Depth To Top of Screen: 42'

Depth to Bottom of Screen: 52'

Depth to Top of Bentonite Plug: 53'

Depth to Bottom of Sump: 55'

Total Depth of Borehole: 55'

Drawing not to scale

1 Cubic Ft.

Sand Sump

Well ID: 2-385B

Site: CG037

Date 4-Inch Riser Set: 05117/01

Ground Level Elevation (AMSL): 1,226.08

Top of Casing Elevation. (AMSL): 1,225.63

Northing Coordinate: 153,171.30

Easting Coordinate: 2,144,105.82

Permanent Monuments Used in Survey: SE64, SE67

Legal Description: NE/4 Section 21, TIIN, R2W

4' X 4' Tapered Concrete Pad

4" Schedule 40 PVC Riser

~----- 8.75" Borehole

Bentonite Seal

20-40 Silica Sand Pack t::::=:==:::=J. ... ----- 4" Schedule 5, Grade 304 Stainless Steel 0.010-inch Screen

3' Sump

Client: Tinker Air Force Base Well ID: 2-398B

Location: T AFB, Oklahoma Site: CG37

Contract No: F34650-94-D-0082/5036 Date 4-Inch Riser Set: OS/28/98

Contractor: . Brown & Root Environmental Ground Level Elevation (AMSL): 1,227.72

Project Manager: Scott Boling Top or Casing Elevation (AMSL): 1,227.14

Project Geologist: Steve Kelly Northing Coordinate: 153,928.18

Drilling Contractor: Layne-Western Easting Coordinate: 2,177,240.79

Drilling Method / Bit Size: Hollow Stem Auger /8.75" Pennanent Monuments Used in Survey: SE45, SE47

Dedicated Pump: 2-inch Grundfos Legal Description: SW/4 Section 15, TlIN, R2W

Comments: 3' thick top bentonite seal set. Well set in borehole of temporary well point CG37B9805.

Stainless Steel Identification Marker

VolcIay Grout

Depth to Top of Bentonite: 20'

Depth to Top of Sand Pack: 23'

Depth To Top of Screen: 24.63'

Depth to Bottom of Screen: 34.63'

Depth to Top of Bentonit(; Plug: 36'

Depth to Bottom of Sump: 37.63'

Total Depth of Borehole: 56'

Dr.awing not to scale

4" Schedule 40 PVC Riser

~----- 8.75" Borehole

Bentonite Seal

20-40 Silica Sand Pack

I;lllli---- 4" Schedule 5, Grade 304 s.tainless Steel a.OIO-inch Screen

3' Sump

. < > Centralizers

~LLCON~UcnONSCHEMATIC

Client: Tinker Air Foree Base WellID: 2BR Location; T AFB, Oklahoma Site: LF13

Contract No: F34650-94-D-008215004 (P & A 3) Date 4·lnch Riser Set: 03/30/95

Contractor: Brown & Root Environmental Drilling Method: Auger

Project Manager: David Parker Ground Level Elev. (AMSL): '

Project Geologist: James W. Roberts Top of Csg. Elev. (AMSL): '

Drlg Contractor: Associated Environmental, Inc. Dedicated Pump: 2-inch Grundfos

Comments: Top Riser: 4ft Schedule 40 PVC Casing. l' thick top bentonite seal set. 5' long well screen set.

5' X 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

Depth to Top of Bentonite: 6'

Depth to Top of Sand Pack: 7'

Depth To Top of Screen: 9'

Depth to Bottom of Screen: 14'

Depth to Top of Bentonite Plug: IS'

Depth to Bottom of Sump: 17'

Total Depth of Borehole: 18'

Drawing not to scale

,----c:xpanc111[lg Well Cap

5' x 4" Vehicle Protector Posts

,~----- 8.75" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~----- Bentonite Seal

~ _____ 20·40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~§111------ Steel 0.0 IO-inch Screen

3.0' Sump

WELL CONSTRUCTION SCHEMATIC ®

Location: T AFB, Oklahoma

Contract No: F34650-94-D-008215003 & A 2)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments:

Stainless Steel

Depth to Bottom of 10" Surface Casing: 116'

Cement Bentonite Sluny

Depth to Top of Bentonite: 134'

Depth to Top of Sand Pack: 139'

Depth To Top of Screen: 141'

Depth to Bottom of Screen: 151 '

Depth to Top of Bentonite Plug: 153'

Depth to Bottom of Sump: 154'

Total Depth of Borehole: 157'

DraWing not to scale

Well ID: 13C

Site: LF15

Date 4-Inch Riser Set: 1126/95

Drilling Method: Mud Rotary

GTound Level Elev. (AMSL): 1262.44'

Top ofCsg. Elev. (AMSL): 1262.03'

Dedicated Pump: 2-inch Grundfos r---.t~xpandl11lg well cap

10" Schedule 40 PVC ------Surface Casing

15" Borehole

4" Schedule 5, Grade 304 Stainless Steel Riser

~ _____ 8.75" Borehole

~----- Bentonite Seal

~ _____ 20-40 Silica Sand Pack

4" Schedule 5, Grade 304 Stainless ~~------ Steel O.OIO-inch Screen

3.0' Sump

St .. 1 Cuing locking Well Ud

3- (7.Scm) Dia. St .. 1 Post

4- (1Ocm) Concrete Pad

Bentonite/Cement Grout ------~ from Surface to 17.5' (5.38m)

Bentonite Seal from

17.5' (5.38m) to 21' (S.46m)

Silica Sand from

21' (6.46m) to 34' (10.46m)

# 1 a Screen from

23' (7.0nm) to 33' (10.15m)

Bottom of Casing at 33'(1 a.15m}

*Drawing not to scale

File

7902-011

8- (2Ocm) Outside Dia. Well

4' (1Ocm) Schedule 40 PVC Casing

Water level at 22.58' (7.1m)

~ .. --- Centralizer

B.3

Drill Cuttings from

34' (10.46m) to 35' (10.76m)

Schemattc Diagram of MW 1-3s

"VELL CONSTRUCTION SCHEMATIC

CLIENT: Tmker Air Force Base

PROJECT: Monitor Well Installation

SITE: Oklahoma City. Oklahoma

DA TE COMPLETED: 10/25193

DRILLER: Mark Grantham

SUPERVISED BY: John Flynn

COM.\I1ENTS:

Depth to Bottom of 1 6" Surface Casing: 20.0'

Depth to Bottom of 10" Surface Casing: 170.0'

Cement Bentonite Slurry

Depth to Top of Bentonite: 192.0'

WELLID: 21D

OHM JOB NOJCLIN NO.: 14555/5006

DRILLING METHOD: Wet Rotary

GROUND LEVEL ELEV. (AMSL): 1268.22

ELEV. TOP OF CASING (AMSL): 1267.99

BOREHOLE DIAMETER: 8.5"

,.------ Expanding well cap

1 'xl'x6" Concrete pad

1 6" Schedule 40 PVC Surface Casing

20" Bor(hole

Cement Bentonite Slurry

1 5" Borehole

1 0" Schedule 40 PVC Surface Casing

4" Schedule/Type 304 Stainless Steel Riser

Bentonite Seal Depth to Top of Sand: 197.0·--........r.7.i

Screen Interval: 1 99.0 - 209.0' ---lIto-

Total Depth of Casing: 212.0'

Total Depth of Borehole: 250.0' j i i ........ j

8.5"

4" Schedule/Type 304 Stainless Steel 10': 0.010 11 Screen

3.0' Sump

Bottom Bentonite S2al

~LLCON~UcnONSCHEMATIC

LocatioQ: T AFB, Oklahoma

Contract No: F34650-94-D-008215004 (P & A 3)

Contractor: Brown & Root Environmental

Project Manager: David Parker

Project Geologist: James W. Roberts

Drlg Contractor: Associated Environmental, Inc.

Comments: Top Riser: 4" Schedule 40 PVC Casing.

5' X 6" Steel Protective Pipe

Stainless Steel Identification Marker

Cement Bentonite Slurry

15 tI Borehole

Depth to Top of Bentonite: 97'

Depth to Top of Sand Pack: 102'

8.75" Borehole

Depth To Top of Screen: 104'

Depth to Bottom of Screen: 114'

Depth to Top of Bentonite Plug: lIS'

Depth to Bottom of Sump: 117'

Total Depth of Borehole: 119'

Drawing not to scale

WellID: 47C Site: PRM

Date 4-Inch Riser Set: 02124/95

Drilling Method: Mud Rotary

Ground Level Elev. (AMSL): 1250.00'

Top of Csg. Elev. (AMSL): 1253.04'

Dedicated Pump: 2-inch Grundfos r---r.:"pwnaulg Well Cap

1 0" Schedule 40 PVC Surface Casing

Depth to Bottom of Surface Casing: 100'

.... ______ 4" Schedule 5, Grade 304 Stainless Steel Riser

... _____ 20-40 Silica Sand Pack

~~ ______ 4" Schedule 5, Grade 304 Stainless Steel O.OIO-inch Screen

3.0' Sump

< >. Centralizers

I

I

I r • • I I

1j

I)

WELL CO NSTRUCf ION SCHEMATIC

Client: Tinker Air Force Base Well ID: 65C Location: TAFB, Oklahoma Site:…