Bid Drawings Volume 2 of 14_C BORING_810CM3033 Gravesite Expansion with FCA Deficiencies at Dayton NC.pdf
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- Solicitation number
- 36C78626B0007
About this file
This document is a set of bid documents and geotechnical boring logs for the Dayton National Cemetery Gravesite Expansion project located at 4400 West Third Street, Dayton, Ohio 45428. The project is being managed by the U.S. Department of Veterans Affairs through the Office of Design and Construction Services, with Anderson Engineering of Minnesota, LLC serving as the Architect/Engineer of Record (Project No. 18125, Drawing No. 810-CM3-033). The bid documents were issued on February 5, 2026, and represent pages from a larger 159-page document set.
The document package includes detailed geotechnical exploration data consisting of boring location maps and comprehensive boring logs from multiple phases of subsurface investigation. The 2020 boring logs (B-1 through B-12) and 2024-2025 boring logs (PR-13 through PR-22) provide critical site characterization information including soil classifications, depth-to-bedrock data, groundwater observations, Standard Penetration Test (SPT) results, unconfined compressive strength values, and Atterberg limits laboratory analysis. The borings reveal primarily glacial till deposits consisting of silty clay and lean clay with varying densities, supplemented by limestone bedrock encountered at varying depths across the site. Key boring locations are marked on a site plan indicating their geographic coordinates. This geotechnical information supports the design and construction planning for the gravesite expansion project and would inform bidders' preparation of proposals and project schedules.
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CO
LO
RA
DO
A
VE
NEW MEXICO PL.
WEST 3RD STREET
OHIO
AVE.
PE
N
N
SY
LV
A
N
IA
A
VE
INDIANA AVE.
BROW
N A
VE.
MCMAHON AVE.
KA
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AS
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TEXAS AVE.
DAKOTA AVE.
MCMAHON AVE.
SO
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SB
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WISCONSIN AVE.
M
CM
AHON AVE.
IN
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PENNSYLVANIA AVE.
MICHIGAN AVE. MICHIGAN AVE.
MICHIGANAVE.
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WISCONSIN AVE.
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WEST THIRD STREET
PPC
PPC
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PPC
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PPC
BROWN AVE.
COLORADO AVE
PE
NN
SY
LV
AN
IA
A
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BORING B1
BORING B2
BORING B3
BORING B4
BORING B5
BORING B6
BORING B7
BORING B8
BORING B9
BORING B10
BORING B11
BORING B12
NORTHING
641163.8489
641210.1580
641240.0230
641317.5707
640631.8580
640429.5245
640351.7278
640358.4030
640430.1510
640692.4801
640055.8826
640249.4696
EASTING
1471982.8669
1472275.9842
1472511.7869
1472794.2710
1472076.9941
1473035.1256
1473353.5646
1474229.5555
1474717.2476
1475312.0164
1474582.1654
1475421.7771
BORING #
B5
B1 B2
B3
B4
B6
B7
B11
B8
B12
B9
B10
B1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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U.S. Department of Veterans Affairs
B
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B
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21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125
810-CM3-033
FEBRUARY 5, 2026
4400 W THIRD ST, DAYTON, OH 45428
BID DOCUMENTS
Date:
OF 159
Office of Design and Construction
Services
BID DOCUMENTS
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSIONGEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571
PR13
PR14
PR15
PR16
PR17
PR18
PR1
LEGEND
PREVIOUS 2020 PROJECT BORINGS
(PROVIDED FOR REFERENCE)
BORING LOCATION
BORING LOCATIONS
N 0 150' 300'
BORING LOCATION MAP
B-100
BORING PR13 39.745254° -84.256709°
BORING PR14 39.744039° -84.257470°
BORING PR15 39.744090° -84.256283°
BORING PR16 39.744103° -84.254169°
BORING PR17 39.745246° -84.253986°
BORING PR18 39.746135° -84.253510°
BORING PR19 39.7447° -84.2574°
BORING PR20 39.7482° -84.2593°
BORING PR21 39.7471° -84.2656°
BORING PR22 39.7448° -84.2568°
SCALE:1
BORING LOCATION MAP
1"=150'
PR20
PR21
PR19
PR22
13MAMJAF 13 of 160
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 641163.8489
DEPTH
0.4
See Exploration Plan
Latitude: 39.747042° Longitude: -84.265936° Easting: 1471982.867
LL-PL-PI
Surface Elev.: 947.9 (Ft.)
ELEVATION (Ft.)
TOPSOIL (5 INCHES)
SILTY CLAY, with gravel and sand, brown, very stiff to hard (Glacial Till)
4.0 LIMESTONE, gray, strong rock
50/1" 0.6
944 91
947.5
28 5-7-7 N=14
7-50/5"
4.5
(HP)
4.5
(HP)
14.2
ATTERBERG
LIMITS
BORING LOG NO. B-1
Anderson EngineeringCLIENT:
Plymouth, MN
7.1
9.3 938.5 Boring Terminated at 9.3 Feet
70 39-50/4"
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-14-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-14-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 641210.158
DEPTH
TOPSOIL (12 INCHES)
1.0 SILTY CLAY (CL-ML), with gravel and sand, brown, stiff to very stiff (Glacial Till)
936.5
89 2-3-3 N=6
5-6-9 N=15
9-13-14 N=27
1.5
(HP)
1.0
(HP)
12.7
SHELBY
TUBE
2.5
(HP)
2.51
13.7
See Exploration Plan
Latitude: 39.747185° Longitude: -84.264897° Easting: 1472275.984
LL-PL-PI
Surface Elev.: 937.7 (Ft.)
ELEVATION (Ft.)
ATTERBERG
LIMITS
BORING LOG NO. B-2
Anderson EngineeringCLIENT:
Plymouth, MN
12.7 128 21-14-7
11.7
13.5
14.5 15.0
SILTY CLAY, with gravel and sand, gray, hard (Glacial Till) LIMESTONE, gray, strong rock Boring Terminated at 15 Feet
922.5 15
83 13-29-29 N=58
4.5
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler 3-inch Thin-Walled Tube
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-14-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-14-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 641240.023
DEPTH
0.5
See Exploration Plan
Latitude: 39.74728° Longitude: -84.26406° Easting: 1472511.787
LL-PL-PI
Surface Elev.: 920.2 (Ft.)
ELEVATION (Ft.)
TOPSOIL (6 INCHES)
FILL - SILTY CLAY , with gravel and sand, dark brown
5.0 SILTY CLAY, with gravel and sand, brown trace gray, very stiff (Glacial Till)
8.5 SILTY CLAY, with gravel and sand, gray, very stiff to hard (Glacial Till)
911.5
100 8-10-11 N=21
4.5
(HP)
915 5
83 8-6-5 N=11
2.75
(HP) 12.2
SHELBY
TUBE
919.5
83 5-6-7 N=13
4.5
(HP) 27.5
ATTERBERG
LIMITS
BORING LOG NO. B-3
Anderson EngineeringCLIENT:
Plymouth, MN
15.0
Boring Terminated at 15 Feet 905 15
5-6-7 N=13
2.5
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-14-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-14-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 641317.5707
DEPTH
TOPSOIL (12 INCHES)
1.0 FILL - LEAN CLAY , with sand and silt, trace gravel, dark brown
911.5
83 2-1-2 N=3
1 5
8.5 LEAN CLAY, with sand and silt, trace gravel, gray trace brown, stiff to very stiff (Glacial Till)
100 3-4-8 N=12
1.75
(HP)
2-3-5 N=8
2.25
(HP) 11.8
2-2-3 N=5
0.75
(HP)
1.5
(HP)
20.7
See Exploration Plan
Latitude: 39.747508° Longitude: -84.263061° Easting: 1472794.271
LL-PL-PI
Surface Elev.: 912.4 (Ft.)
ELEVATION (Ft.)
ATTERBERG
LIMITS
BORING LOG NO. B-4
Anderson EngineeringCLIENT:
Plymouth, MN
22.0
15.0
Boring Terminated at 15 Feet
897.5 15
5-6-8 N=14
2.75
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-14-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-14-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640631.858
DEPTH
0.6
See Exploration Plan
Latitude: 39.745587° Longitude: -84.265564° Easting: 1472076.994
LL-PL-PI
Surface Elev.: 957.1 (Ft.)
ELEVATION (Ft.)
TOPSOIL (8 INCHES)
LEAN CLAY (CL), with gravel and sand, light brown trace gray, stiff to very stiff (Glacial Till)
956.5
83 3-4-5 N=9
3-8-8 N=16
3-4-4 N=8
1.75
(HP)
2.25
(HP)
16.0
3-4-6 N=10
3.0
(HP)
2.5
(HP)
11.2 23-14-9
ATTERBERG
LIMITS
BORING LOG NO. B-5
Anderson EngineeringCLIENT:
Plymouth, MN
18.3
14.0 14.6
LIMESTONE, gray, strong rock Boring Terminated at 14.6 Feet
942.5
16-29-50/1"
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640429.5245
DEPTH
0.4
3.5 SILTY CLAY, with gravel and sand, brown, medium stiff to very stiff (Glacial Till)
-- Sample was moist, with a silt seam encountered at 6 feet
8.5 SILTY CLAY, with gravel and sand, gray, very stiff (Glacial Till)
920.5
100 6-9-10 N=19
2.75
(HP)
100 3-2-4 N=6
0.75
(HP) 19.5
925.5
67 2-4-4 N=8
2.0
(HP) 16.5
See Exploration Plan
Latitude: 39.745083° Longitude: -84.262143° Easting: 1473035.126
LL-PL-PI
Surface Elev.: 928.9 (Ft.)
ELEVATION (Ft.)
TOPSOIL (5 INCHES)
FILL - LEAN CLAY (CL), trace sand and silt, dark brown
928.5
56 3-1-2 N=3
1.75
(HP) 20.5 36-20-16
ATTERBERG
LIMITS
BORING LOG NO. B-6
Anderson EngineeringCLIENT:
Plymouth, MN
15.0
Boring Terminated at 15 Feet 914 15
6-8-10 N=18
2.75
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
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F
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9/
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(F t.)
W
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SA
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(t sf
W
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T (p cf
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fil e P ath : y
:\1
\18
5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio
\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\
5_ bo rin g_ log s.d wg e dit :er ing s av ed :7/
3/2
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3 A M
U.S. Department of Veterans Affairs
B
C
D
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F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125
810-CM3-033
FEBRUARY 5, 2026
4400 W THIRD ST, DAYTON, OH 45428
BID DOCUMENTS
Date:
OF 159
Office of Design and Construction
Services
BID DOCUMENTS
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSIONGEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571
2020 BORING LOGS 1-6
B-101 14MAMJAF 14 of 160
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640351.7278
DEPTH
0.5
See Exploration Plan
Latitude: 39.744887° Longitude: -84.261006° Easting: 1473353.565
LL-PL-PI
Surface Elev.: 929.4 (Ft.)
ELEVATION (Ft.)
TOPSOIL (6 INCHES)
SILTY CLAY, with gravel and sand, brown to brown trace gray, very stiff to hard (Glacial Till)
100 3-4-4 N=8
-- Limestone fragments encountered at 6 feet
8.5 SILTY CLAY, with gravel and sand, gray, very stiff (Glacial Till)
67 3-4-5 N=9
2.25
(HP)
5-5-13 N=18
3.0
(HP) 10.3
89 4-4-4 N=8
4.25
(HP)
2.75
(HP)
12.7
ATTERBERG
LIMITS
BORING LOG NO. B-7
Anderson EngineeringCLIENT:
Plymouth, MN
15.6
15.0
Boring Terminated at 15 Feet
914.5 15
4-6-8 N=14
3.0
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
Water observed at 13.5 feet during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
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AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640358.403
DEPTH
0.5
See Exploration Plan
Latitude: 39.744952° Longitude: -84.257891° Easting: 1474229.556
LL-PL-PI
Surface Elev.: 930.3 (Ft.)
ELEVATION (Ft.)
TOPSOIL (6 INCHES)
FILL - SILTY CLAY , with limestone fragments, gravel and sand, dark brown
6.0
SILTY CLAY (CL-ML), with gravel and sand, brown, very stiff (Glacial Till)
8.5 SILTY CLAY, with sand, trace gravel, gray, very stiff to hard (Glacial Till)
-- Sand and gravel seam encountered from 10 to 14 feet
55 6-6-8 N=14
3.0
(HP)
924.5
89 6-7-8 N=15
2.5
(HP) 12.2 20-14-6
10-10-16 N=26
3.5
(HP) 9.5
55 7-14-11 N=25
2.0
(HP) 12.5
ATTERBERG
LIMITS
BORING LOG NO. B-8
Anderson EngineeringCLIENT:
Plymouth, MN
15.0
Boring Terminated at 15 Feet
915.5 15
7-7-8 N=15
4.0
(HP)
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
Water observed at 14 feet during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640430.151
DEPTH
0.6
See Exploration Plan
Latitude: 39.745175° Longitude: -84.256162° Easting: 1474717.248
LL-PL-PI
Surface Elev.: 928.1 (Ft.)
ELEVATION (Ft.)
TOPSOIL (6 INCHES)
SILTY CLAY, with gravel and sand, brown trace gray to brown, stiff to very stiff (Glacial Till)
927.5 72 2-3-7
N=10
2 5 72 3-3-5
N=8
9.0
Boring Terminated at 9 Feet
3-3-6 N=9
3.5
(HP)
2.0
(HP)
12.1
7-10-10 N=20
2.75
(HP)
7.2
ATTERBERG
LIMITS
BORING LOG NO. B-9
Anderson EngineeringCLIENT:
Plymouth, MN
9.5
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640692.4801
DEPTH
0.5
See Exploration Plan
Latitude: 39.745927° Longitude: -84.254066° Easting: 1475312.016
LL-PL-PI
Surface Elev.: 910.4 (Ft.)
ELEVATION (Ft.)
TOPSOIL (6 INCHES)
FILL - LEAN CLAY (CL), with limestone floaters/fragments, gravel and sand, dark brown
6.5 LEAN CLAY, trace gravel and sand, brown trace gray, medium stiff to stiff (Glacial Till)
9.0 Boring Terminated at 9 Feet
901.5
3-4-5 N=9
2.0
(HP)
3-3-5 N=8
0.75
(HP) 22.3
72 2-4-6
N=10
33 5-12-14 N=26
2.0
(HP) 11.5 36-18-18
ATTERBERG
LIMITS
BORING LOG NO. B-10
Anderson EngineeringCLIENT:
Plymouth, MN
4.3
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640055.8826
DEPTH
0.4
See Exploration Plan
Latitude: 39.74414° Longitude: -84.256617° Easting: 1474582.165
LL-PL-PI
Surface Elev.: 942.6 (Ft.)
ELEVATION (Ft.)
TOPSOIL (5 INCHES)
FILL - SILTY CLAY , with sand, trace gravel
5.0 SILTY CLAY (CL-ML), with sand, trace gravel, brown to brown trace gray, very stiff (Glacial Till)
-- Limestone fragments were encountered at 7.5 feet
8.5 9.0
LIMESTONE, gray, strong rock Boring Terminated at 9 Feet
933.5 94 7-12-19
N=31
937.5 5 89 4-7-8
N=15 2.25
(HP) 13.1 21-14-7
4-3-3 N=6
0.75
(HP) 23.0
72 2-4-4
N=8 4.0
(HP) 45.0
ATTERBERG
LIMITS
BORING LOG NO. B-11
Anderson EngineeringCLIENT:
Plymouth, MN
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
PROJECT: Dayton VA Niche Columbarium and In-ground Cremains
SITE: 4400 West Third Street Dayton, OH
LOCATION
Northing: 640249.4696
DEPTH
0.3
See Exploration Plan
Latitude: 39.744717° Longitude: -84.253645° Easting: 1475421.777
LL-PL-PI
Surface Elev.: 914.0 (Ft.)
ELEVATION (Ft.)
TOPSOIL (4 INCHES)
FILL - SILTY CLAY , with sand, trace gravel, brown to dark brown
5.0 SILTY CLAY, with gravel and sand, brown trace gray, medium stiff to stiff (Glacial Till)
9.0
Boring Terminated at 9 Feet
2-2-4 N=6
1.0
(HP)
909 5 72 3-3-2
N=5 1.5
(HP) 23.5
6-4-3 N=7
2.5
(HP) 23.6
913.5 83 3-10-11
N=21 4.5
(HP) 8.6
ATTERBERG
LIMITS
BORING LOG NO. B-12
Anderson EngineeringCLIENT:
Plymouth, MN
Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic
Advancement Method:
3.25-inch Continuous-Flight Hollow-Stem Augers 2-inch Split-Barrel Sampler
Abandonment Method:
Backfill with auger cuttings and concrete batch
WATER LEVEL OBSERVATIONS
No water observed during drilling No water observed upon completeion of drilling
611 Lunken Park Dr Cincinnati, OH
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).
See Supporting Information for explanation of symbols and abbreviations.
Elevation Reference: Zeno GPS Survey
Boring Started: 09-15-2020
Project No.: N1205096
Drill Rig: CME 55 Driller: KH
Boring Completed: 09-15-2020
Notes:
TH
IS
B O
R
IN
G L
O G
IS
N
O T
VA
LI
D
IF
S
EP
AR
AT
ED
F
R O
M O
R
IG
IN
AL
R
EP
O R
T.
G
EO
S
M
AR
T
LO
G -N
O W
EL
L
N
D
AY
TO
N V
A N
IC
H
E C
.G
PJ
T
ER
R
AC
O N
_D
AT
AT
EM
PL
AT
E.
G
D T
9/
/2
G R
AP
H
IC
L
O G
M O
D
EL
L
AY
ER
D
EP
TH
(F t.)
W
AT
ER
L
EV
EL
O
BS
ER
VA
TI
O
N S
SA
M
PL
E
TY
PE
R
EC
O
VE
R Y
FI
EL
D T
ES
T
R
ES
U
LT
S
LA
BO
R
AT
O R
Y H
P (ts f)
U N
C O
N
FI
N
ED
C O
M
PR
ES
SI
VE
ST
R
EN
G
TH
(t sf
W
AT
ER
C
O N
TE
N
T
D R
Y U
N
IT
W
EI
G H
T (p cf
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fil e P ath : y
:\1
\18
5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio
\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\
5_ bo rin g_ log s.d wg e dit :er ing s av ed :7/
3/2
5 1 0:2
3 A M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125
810-CM3-033
FEBRUARY 5, 2026
4400 W THIRD ST, DAYTON, OH 45428
BID DOCUMENTS
Date:
OF 159
Office of Design and Construction
Services
BID DOCUMENTS
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSIONGEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571
2020 BORING LOGS 7-12
B-102 15MAMJAF 15 of 160
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fil e P ath : y
:\1
\18
5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio
\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\
5_ bo rin g_ log s.d wg e dit :er ing s av ed :7/
3/2
5 1 0:2
3 A M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125
810-CM3-033
FEBRUARY 5, 2026
4400 W THIRD ST, DAYTON, OH 45428
BID DOCUMENTS
Date:
OF 159
Office of Design and Construction
Services
BID DOCUMENTS
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSIONGEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571 B-103
MAMJAF
2024-2025 BORING
LOGS 13-18
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fil e P ath : y
:\1
\18
5 v a n ca m idw es t -da yto n n ati on al ce me ter y -da yto n o hio
\_0 7 c ivi l\_ ca d f ile s\_ sh ee ts\
5_ bo rin g_ log s.d wg e dit :er ing s av ed :7/
3/2
5 1 0:2
3 A M
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18125
810-CM3-033
FEBRUARY 5, 2026
4400 W THIRD ST, DAYTON, OH 45428
BID DOCUMENTS
Date:
OF 159
Office of Design and Construction
Services
BID DOCUMENTS
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSIONGEOTECHNICAL
TERRACON
JEFF DUNLAP, PE
IRRIGATION
WATER IN
MOTION, INC.
TIMOTHY MALOOLY
COST ESTIMATING
OCMI
KYLE VEATER
175 James Avenue North Minneapolis, MN 55405 952.229.1911
611 Lunken Park Drive Cincinnati, Ohio 45226 513.612.9020
2100 North Greenville Ave. Richardson, Texas 75082 469.431.0571 B-104
MAMJAF
2024-2025 BORING
LOGS 19-22
File details come from the government source that posted it. Updated .