1583439_Drawings.pdf

PDF 15 MB Posted Jul 6, 2021

Attached to: NCTCS Cutler Electrical Ductbank Relocation Federal contract opportunity
Solicitation number: N4008521B2512
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to construct an electric and communications ductbank for the Naval Facilities Engineering Command. The project involves installing a ductbank, manholes, electric and communications conductors between Buildings B103 and B100 at the NCTAMS LANT DET CUTLER facility in Cutler, Maine. The base bid includes relocating the electrical ductbank, while four optional bids allow for deleting or modifying portions of the ductbank construction and conducting other site work. Bidders must complete all work in accordance with specifications and applicable local, state and federal codes.

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Other files for this federal contract opportunity

Other files attached to NCTCS Cutler Electrical Ductbank Relocation, newest first.
File	Type	Posted
Bid Abstract N4008521B2512.pdf	PDF	Aug 31, 2021
Amendment 0005.pdf	PDF	Aug 23, 2021
CX101 - Relabel base bid note 1.pdf	PDF	Aug 23, 2021
Amendment 004.pdf	PDF	Aug 16, 2021
PPI RESPONSE PART 2_8-6-21.pdf	PDF	Aug 6, 2021
Amendment 003.pdf	PDF	Aug 6, 2021
Amendment 0002.pdf	PDF	Aug 4, 2021
PPI RESPONSE PART 1_8-4-21.pdf	PDF	Aug 4, 2021
SV Sign-In Sheet_21B2512.pdf	PDF	Aug 4, 2021
Amendment 0001.pdf	PDF	Jul 21, 2021
N4008521B2512 - Solicitation Document.pdf	PDF	Jul 6, 2021
Specifications_FINAL SUBMISSION_04-09-2020.pdf	PDF	Jul 6, 2021
Final Site4ROD.pdf	PDF	Jul 6, 2021
09-eOMSI WORKBOOK REV 6_MASTER - Ductbank.pdf	PDF	Jul 6, 2021
SECNAV 5512-1.pdf	PDF	Jul 6, 2021

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NCTCS CUTLER ELECTRICAL DUCTBANK RELOCATION

NCTAMS LANT DET, CUTLER, ME

NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC

CONSTRUCTION CONTRACT NO. N40085__-_-____

INSTALLATION PLANAREA MAP

NAVAL COMPUTER AND TELECOMMUNICATIONS

AREA MASTER STATION - ATLANTIC, CUTLER ME

ePROJECTS WORK ORDER NUMBER: 1583439

APRIL 09, 2020

N A

V A

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G-001LF-20-667

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C A

GENERAL SYMBOLS

DETAIL INDICATOR

ELEVATION INDICATOR

DETAIL SECTION INDICATOR

PLAN TITLE

DETAIL TITLE A1

SHEET TITLE

NUMBERS

NAVFAC DWGSHEET NUMBERS NUMBERS

PWD ME DWG

LIST OF SHEETSGENERAL PROJECT NOTES

G-002LF-20-668

LIST OF OPTIONS

PHOTOGRAPH

INDICATOR

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dw g, /8 /2

CIVIL NOTES

LEGEND

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ABBREVIATIONS

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C-001LF-20-669

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WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL

WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL

W L

L W

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N-7W L

W L

L W

SALT WATER

HOLDING

TANK

W L

B103

POWER

PLANT

B123 B124

B100

TRANSMITTER

BLDG

S-11

BUSTER BO

ULEVARD

POWER PLANT WAY

RIDGE ROAD

ER PLANT W

RIDGE ROAD

JAKES LANE

ZONE 1

ZONE 2

N A

V A

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N G

E R

C O

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A N

-A

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C A

CX101 LF-20-670

GRAPHIC SCALE

OVERALL EXISTING SITE PLAN

RIDGE ROAD

RIDGE ROAD RIDGE ROAD

RIDGE ROAD

NOTES:

ALIGNMENT 1 COORDINATE TABLE

POWER AND COMMUNICATION NOTES:

W L

RIDGE ROAD

B103 POWER

PLANT

B124

RIDGE ROAD

ER PLANT W

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N C

C U

R E

A L

D U

A N

K R

C A

C-101 LF-20-671

GRAPHIC SCALES

EXISTING KEYNOTES

A3ELEC DUCTBANK PROFILE

ELEC DUCTBANK PLAN

NEW WORK KEYNOTES

DEMOLITION KEYNOTES

C C

W L

WLWLWL

W L

L W

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WLWL

W L

L W

W L

RIDGE ROADRIDGE ROAD

JAKES LANE

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C O

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A N

-A

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C A

C-102 LF-20-672

ELEC DUCTBANK PLAN

A3ELEC DUCTBANK PROFILE

GRAPHIC SCALES

EXISTING KEYNOTES

DEMOLITION KEYNOTES

NEW WORK KEYNOTES

W L

L WL

W L

WLWLWLWL

W L

RIDGE ROAD

N A

V A

S E

N G

E R

C O

M M

A N

-A

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N C

C U

R E

A L

D U

A N

K R

C A

C-103 LF-20-673

ELEC DUCTBANK PLAN

A3ELEC DUCTBANK PROFILE

GRAPHIC SCALES

EXISTING KEYNOTES

RIDGE ROAD

B100

TRANSMITTER

BLDG

S T

A U

R E

E E

RIDGE ROAD

N A

V A

S E

N G

E R

C O

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A N

-A

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N C

C U

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A L

D U

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K R

C A

C-104LF-20-674

ELEC DUCTBANK PLAN

A2ELEC DUCTBANK PROFILE

GRAPHIC SCALES

EXISTING KEYNOTES

EZONE 1

ZONE 1

ZONE 2

EROSION AND SEDIMENT CONTROL

PLAN

SECTION

A5DEWATERING PIT DETAIL

COMPOST FILTER BERM C5

B5SOIL STOCKPILE IN LAYDOWN AREA DETAIL

A A

PLAN

SECTION A-A

DEWATERING PIT NOTES:

N A

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E R

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-A

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C-501LF-20-675

C d f i l e C d w g

ELECTRICAL/COMMUNICATIONS MANHOLE DETAILB2ELECTRICAL/COMMUNICATIONS MANHOLE DETAILSB2

ELECTRICAL/COMMUNICATIONS TYPICAL LAYOUT DETAILA2

N A

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-A

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C-502LF-20-676

DUCTBANK LAYOUT TABLE

MANHOLE STRUCTURE TABLE

DUCT BANK CAP DETAIL A4DUCTBANK EARTHWORK SECTION A2

DUCTBANK SECTION B-BC2 DUCTBANK SECTION C-CC3

W L

DUCTBANK SECTION D-D C4DUCTBANK SECTION A-A C1

DUCTBANK SECTION E-E B1 DUCTBANK SECTION F-F B3

EXIST TUNNEL SECTION A5

DUCTBANK SECTION G-GB4 DUCTBANK SECTION H-HB5

DUCTBANK NOTES

N A

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C O

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A N

-A

A N

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C U

R E

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D U

A N

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C A

C-503 LF-20-677

GRAPHIC SCALE

CULVERT AND HEADWALL DETAIL (OPTION 3) A2

ASPHALT CONCRETE PAVEMENT C2

SECTION A-A

A A

RIP RAP INLET/OUTLET DETAIL A4

PLAN

SECTION A-A

PLAN

MILL AND OVERLAY DETAIL (OPTION 3) C4

C-504 LF-20-678

GRAPHIC SCALES

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

-A

T L

A N

N C

T C

S C

U T

L E

R E

L E

C T

A L

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C T

B A

N K

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-A

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C A

C-505 LF-20-679

GRAPHIC SCALE

B103 ENLARGED SITE PLAN A3

NEW WORK KEYNOTES

SHEET NOTES

DUCTBANK ELEVATION AT BLDG 103C5

DUCTBANK ENTRANCE SECTION AT BLDG 103A5

DUCTBANK ENTRANCE PLAN AT BLDG 103A2

EXIST B103

BASEMENT

N A

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A N

-A

A N

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C A

C-506 LF-20-680

GRAPHIC SCALE

ELECTRIC DUCTBANK ENTRANCE SECTION AT BLDG 100A5

COMMUNICATION DUCTBANK ENTRANCE SECTION AT BLDG 100A3

DUCTBANK ENTRANCE PLAN AT BLDG 100 - BASE BIDC5

E D

D A3

ELECTRIC DUCTBANK ENTRANCE ELEVATION AT BLDG 100C3

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-A

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C A

C-507 LF-20-681

GRAPHIC SCALE

C :\d fil e\

-C

dw g, /8 /2

ELECTRIC DUCTBANK ENTRANCE PLAN AT BLDG 100C5

ELECTRIC DUCTBANK ENTRANCE SECTION AT BLDG 100A5

E D

DUCTBANK SECTION J-JC2

N A

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-A

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C A

C-508 LF-20-682

GRAPHIC SCALES

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

0-2

Pen./

Rec.

(in)

Count or

RQD

24/12 5-44-

26-19

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

PID=0.2 ppm

Sample

Description &

Classification

Dense, brown Gravelly SAND, some silt

(FILL)

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 3.6

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-1

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

Depth Remarks

Auger Refusal at 3.6 feet

(Probable cobble or boulder)

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-1

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

Off set 5 feet east of B-1

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Dense, brown Gravelly Silty SAND (FILL) with cobbles below 1'

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 7.3

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-1A

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

Depth Remarks

1D 5-7 24/24 8-7-17-

PID=0.3 ppm

Medium dense, brown SILT and SAND, trace of gravel (GLACIAL TILL)

Weathered Bedrock

Auger Refusal at 7.3 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-1A

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

Dense, brown Sandy GRAVEL, some silt

(FILL)

1D 2-4 24/19 25-43-

35-33

PID=0 ppm

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 10.0

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-2

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

Depth Remarks

2D 5-7 24/19 23-38-

45-33

PID=0.1 ppm

Dense, brown Silty SAND, some gravel

(Probable GLACIAL TILL)

Bottom of Exploration at 10.0 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-2

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

0-2

Pen./

Rec.

(in)

Count or

RQD

24/17 5-11-

11-13

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

PID=0.2 ppm

Sample

Description &

Classification

Medium dense, brown Gravelly SAND, some silt (FILL)

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 4.3

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-3

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

Depth Remarks

Auger Refusal at 4.3 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-3

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

Off set 5 feet west of B-3

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Medium dense, brown Gravelly SAND, some silt (FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 10.0

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-3A

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

Depth Remarks

1D 5-7 24/24 26-36-

39-41

PID=0.2 ppm

Dense, brown SAND and SILT, some gravel

(GLACIAL TILL)

Bottom of Exploration at 10.0 feet No refusal, but may be bedrock at 10 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-3A

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

Medium dense, brown GRAVEL and SAND, trace silt (FILL)

1D 2-4 24/19 6-7-4-6

PID=0.2 ppm

Medium dense, brown SAND and SILT, some gravel, trace of organics (FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 10.0

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-4

PROJECT NO. 16-0984.1

DATE START: 8/15/2018

DATE FINISH: 8/15/2018

SHEET:

H₂0 Depth

Remarks

2D 5-7 24/24 4-6-7-

PID=0.2 ppm

Medium dense, brown Sandy Clayey SILT, trace gravel (GLACIAL TILL)

Bottom of Exploration at 10.0 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-4

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

0.5

4.0

6.9

4.0

5.0

0.8

2.5

5.0

10 10

H₂0H₂0

H₂0 H₂0 H₂0

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N C

C U

R E

A L

D U

A N

K R

C A

B-001LF-20-683

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

Dense, brown Gravelly SAND, some silt

(FILL)

1D 2-3.8 21/12 7-16-

29-

50/3"

PID=0.2 ppm

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 3.9

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-5

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

Auger Refusal at 3.9 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-5

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

Off set 3 feet south of B-5

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Dense, brown Gravelly SAND, some silt

(FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 7.8

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-5A

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

1D 5-7 24/24 7-7-8-7

PID=0.3 ppm

Medium dense, brown Gravelly SILT and

SAND (GLACIAL TILL)

Auger Refusal at 7.8 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-5A

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

1D 2-4 24/21 9-29-

34-26

PID=0.2 ppm

Medium dense, brown SAND and GRAVEL, some silt (FILL)

Dense, brown Gravelly Silty SAND (FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 4.7

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-6

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

Weathered bedrock

Auger Refusal at 4.7 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-6

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

Dense, brown GRAVEL and SAND, some silt

(FILL)

1D 2-4 24/24 25-30-

25-35

PID=2.3 ppm

Asphalt odor

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 4.3

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-7

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

Auger Refusal at 4.3 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-7

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

Dense, brown Gravelly SAND, some silt

(FILL)

1D 2-4 24/17 30-39-

25-24

PID=0.3 ppm

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 7.5

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-8

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

4-6 24/8 17-25-

20-20

PID=0.3 ppm

3D 6-7.5 18/4 15-23-

50/6"

PID=0.2 ppm

Split Spoon Refusal at 7.5 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-8

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

BORING LOG

CLIENT: Oak Point Associates

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

1D 1-3 24/14 13-26-

36-40

PID=0.4 ppm

Dense, brown Gravelly SAND, some silt

(FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 4.2

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-9

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

2D 3-4.2 14/13 18-16-

50/2"

PID=0.3 ppm

Medium dense, brown Sandy Clayey SILT, trace gravel (GLACIAL TILL)

Split Spoon Refusal at 4.2 feet

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-9

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

0.8

5.0

0.8

2.0

3.8

0.7

0.5

3.5

H₂0 H₂0 H₂0

H₂0H₂0H₂0

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N C

C U

R E

A L

D U

A N

K R

C A

B-002 LF-20-684

PROJECT: NCTCS Cutler Electrical Ductbank Relocation

LOCATION: NCTCS Cutler, Cutler, Maine

Drilling Information

LOCATION: See Exploration Location Plan

DRILLING CO.: S. W. Cole Explorations, LLC

RIG TYPE: Track Mounted Diedrich D-50

HAMMER TYPE: Automatic

HAMMER EFFICIENCY FACTOR:

WATER LEVEL DEPTHS (ft):

GENERAL NOTES:

KEY TO NOTES

AND SYMBOLS:

Water Level

At time of Drilling

At Completion of Drilling

After Drilling

AUGER ID/OD: 2 1/4 in / 5 5/8 in

ELEVATION (FT):

DRILLER: Kevin Hanscom

HAMMER WEIGHT (lbs): 140 / 300

HAMMER DROP (inch): 30 / 16

No free groundwater observed

D = Split Spoon Sample

U = Thin Walled Tube Sample

R = Rock Core Sample

V = Field Vane Shear

Elev.

(ft)

Depth

(ft)

Casing

Pen.

(bpf)

SAMPLE INFORMATION

Blow

Sample

No.

Depth

(ft)

Pen./

Rec.

(in)

Count or

RQD

Pen. = Penetration Length

Rec. = Recovery Length bpf = Blows per Foot mpf = Minute per Foot

WOR = Weight of Rods

WOH = Weight of Hammer

RQD = Rock Quality Designation

PID = Photoionization Detector

Field / Lab

Test Data /

PID

Readings

Bituminous pavement

0.5

1D 1-3 24/14 14-15-

16-14

PID=0.5 ppm

Medium dense, brown Gravelly SAND, some silt (FILL)

Sample

Description &

Classification

= Field Vane Shear Strength, kips/sq.ft.

qU = Unconfined Compressive Strength, kips/sq.ft.

N/A = Not Applicable

SAMPLER: Standard Split-Spoon

DRILLING METHOD: Hollow Stem Auger

LOGGED BY: Jeff McElroyTOTAL DEPTH (FT): 6.3

CASING ID/OD: N/A /N/A CORE BARREL:

BORING NO.: B-10

PROJECT NO. 16-0984.1

SHEET:

DATE START: 8/16/2018

DATE FINISH: 8/16/2018

Depth Remarks

2D 3-5 24/24 21-23-

30-28

PID=0.4 ppm

3.5

Medium dense, brown Gravelly SILT and

SAND (GLACIAL TILL)

3D 5-6.3 16/16 7-7-

50/4"

Auger Refusal at 6.3 feet

PID=0.3 ppm

Stratification lines represent approximate boundary between soil types, transitions may be gradual. Water level readings have been made at times and under conditions stated.

Fluctuations of groundwater may occur due to other factors than those present at the time measurements were made.

BORING NO.: B-10

B O

R I N

E L L

P J

W C

E M

P L A

T E

T y p e

G r a p h i c

L o g

KEY TO THE NOTES & SYMBOLS

Test Boring and Test Pit Explorations

All stratification lines represent the approximate boundary between soil types and the transition may be gradual.

Key to Symbols Used:

w -qu

Lv qp

O -

WOH -

WOM -

WOR -

HYD -

RQD -

γT γB water content, percent (dry weight basis) unconfined compressive strength, kips/sq. ft. - laboratory test field vane shear strength, kips/sq. ft.

lab vane shear strength, kips/sq. ft.

unconfined compressive strength, kips/sq. ft. – pocket penetrometer test organic content, percent (dry weight basis) liquid limit - Atterberg test plastic limit - Atterberg test advance by weight of hammer advance by weight of man advance by weight of rods advance by force of hydraulic piston on drill

Rock Quality Designator - an index of the quality of a rock mass.

total soil weight buoyant soil weight

Description of Proportions:

Trace:

Some:

“Y”

And

With

0 to 5%

5 to 12%

12 to 35%

35+%

Undifferentiated

Description of Stratified Soils

Parting:

Seam:

Layer:

Varved:

0 to 1/16” thickness

1/16” to 1/2” thickness

½” to 12” thickness

Alternating seams or layers

Occasional: one or less per foot of thickness

Frequent: more than one per foot of thickness

REFUSAL: Test Boring Explorations - Refusal depth indicates that depth at which, in the drill foreman's opinion, sufficient resistance to the advance of the casing, auger, probe rod or sampler was encountered to render further advance impossible or impracticable by the procedures and equipment being used.

REFUSAL: Test Pit Explorations - Refusal depth indicates that depth at which sufficient resistance to the advance of the backhoe bucket was encountered to render further advance impossible or impracticable by the procedures and equipment being used.

Although refusal may indicate the encountering of the bedrock surface, it may indicate the striking of large cobbles, boulders, very dense or cemented soil, or other buried natural or man-made objects or it may indicate the encountering of a harder zone after penetrating a considerable depth through a weathered or disintegrated zone of the bedrock.

H₂0

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

N C

C U

R E

A L

D U

A N

K R

C A

B-003 LF-20-685

LF-667

LF-668

LF-669

LF-670

LF-671

LF-672

LF-673

LF-674

LF-675

LF-676

LF-677

LF-678

LF-679

LF-680

LF-681

LF-682

LF-683

LF-684

LF-685

LF-686

LF-687

LF-688

LF-689

LF-690

LF-691

LF-692

LF-693

File details come from the government source that posted it. Updated Jul 6, 2021.