A.07.23_SolicitationDrawings.pdf

PDF 16 MB Posted Jun 16, 2017

Attached to: Upper Salmon Creek Revetment
Solicitation number: W911KB-17-R-0043
Issued by: Department of the Army Corps of Engineers Engineering District Alaska

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of Engineers

Alaska District

US Army Corps

SALMON CREEK REVETMENT

W911KB-17-R-0043

SEWARD, ALASKA

SEW017

RFP, 7 JUN 2017

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Drawing # BR-549 Sheet 1 of 21

P2 NO. 330933

SCHEDULE OF DRAWINGS

CIVIL: SECTIONS

11 C-301 TYPICAL REVETMENT SECTIONS

12 C-302 REVETMENT STA 10+50 TO STA 15+50

13 C-303 REVETMENT STA 16+00 TO STA 21+00

14 C-304 REVETMENT STA 21+50 TO STA 26+50

EXHIBIT DRAWINGS

16 X-801 SURVEY - S1

17 X-802 SURVEY - S2

18 X-803 SURVEY - S3

19 X-804 SURVEY - S4

20 X-805 SURVEY - S5

21 X-806 SURVEY - S6

15 C-305 REVETMENT STA 27+00 TO STA 27+50

1 G-001 COVER SHEET

2 V-101 LOCATION AND VICINITY MAP

CIVIL: GENERAL

6 C-101 SITE PLAN

7 C-102 REVETMENT PLAN

8 C-103 PARKING AREA PLAN

SHEET No. REF.No. SHEET TITLE

GENERAL

CIVIL: PLANS

9 C-201 PLAN AND PROFILE - 1

10 C-202 PLAN AND PROFILE - 2

GEOTECHNICAL: SCHEDULES AND DIAGRAMS

4 B-601 EXPLORATION LOGS I

5 B-602 EXPLORATION LOGS II

GEOTECHNICAL: PLANS

3 B-101 TEST BORING SITE PLAN

SHEET No. REF.No. SHEET TITLE

SEWARD

AREA MAP

PROJECT LOCATION

SCALE: 1" = 3 MILES

PROJECT LOCATION

SEWARD

JUNEAU

BARROW

FAIRBANKS

NOME

ANCHORAGE

DUTCH HARBOR

BETHEL

LOCATION MAP

SCALE: 1" = APPROX 200 MILES

BEAR LAKE ROAD

ORLANDER AVE.

B E

TRAIL HEAD

REVETMENT LOCATION

TO SEWARD

V O

G E

ROMACK COURT

TRESSLER AVE.

VICINITY MAP

SCALE: 1" = 600'

BEAR LAKE

NOTES:

1. AREA MAP DETAIL FROM USGS 1:25,000 SCALE TOPO MAP SEWARD A-7 NE

2. VICINITY MAP FROM 2015 AERIAL IMAGERY

3. ACCESS TO THE REVETMENT SITE FOLLOWS AN EXISTING TRAIL OFF THE

END OF ROMACK CT, SEE SHEET C-101 FOR DETAILS

4. THE CONTRACTOR SHALL PROVIDE DUST CONTROL FROM THE REVETMENT

ALONG THE HAUL ROUTE TO THE EDGE OF PAVEMENT AT BEAR LAKE ROAD.

ALASKA DISTRICT

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OF ENGINEERS

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VERIFY SCALES: IF THIS LINE 0 2"

DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.

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GRAPHIC SCALE IN FEET

0 15010050 5025

AP-207

AP-206

AP-208

AP-209

AP-205

AP-202

AP-203

AP-204

AP-201

AP-200

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UPSTREAM KEY

DOWNSTREAM KEY

REVETMENT

TEST BORING NOTES:

1. THE SUBSURFACE EXPLORATION OF THIS PROJECT WAS CONDUCTED FROM 9 TO 11 NOVEMBER 2016. A TOTAL OF

10 TEST BORINGS WERE DRILLED, RANGING IN DEPTH FROM 17 FEET TO 52 FEET BELOW THE GROUND SURFACE.

THE BORINGS HAVE BEEN DESIGNATED AP-200 THROUGH AP-209 AND WERE DRILLED WITH A TRACK-MOUNTED

CME-850 DRILL RIG FITTED WITH CONTINUOUS FLIGHT, 3.25-INCH INSIDE DIAMETER, HOLLOW-STEM AUGER.

DISCOVERY DRILLING, INC. PROVIDED THE EQUIPMENT AND CREW TO PERFORM THE DRILLING. AN ENGINEER

WITH THE U.S. ARMY CORPS OF ENGINEERS, ALASKA DISTRICT SUPERVISED THE DRILLING AND LOGGED THE

TEST BORINGS.

2. SOIL SAMPLES WERE OBTAINED IN GENERAL ACCORDANCE WITH ASTM D 1586, STANDARD TEST METHOD FOR

PENETRATION TEST (SPT) AND SPLIT-BARREL SAMPLING OF SOILS, WITH THE EXCEPTION OF USE OF AN UNLINED

LARGE PENETRATION TEST (LPT) SAMPLER AND HEAVIER HAMMER. THE SAMPLER HAD AN OUTSIDE DIAMETER OF

3.0-INCHES AND AN INSIDE DIAMETER OF 2.5-INCHES AND WAS DRIVEN WITH A 340-POUND AUTOMATIC TRIP

HAMMER, FALLING 30 INCHES ON NWJ RODS.

3. THE NUMBER OF BLOWS REQUIRED TO DRIVE EACH SIX-INCH INCREMENT IS RECORDED ON THE EXPLORATION

LOGS. THE REPORTED BLOW COUNT IS AN INDICATION OF THE RELATIVE DENSITY OR CONSISTENCY OF THE SOIL.

4. SOIL CLASSIFICATION AND DESCRIPTIONS REPORTED ON THE EXPLORATION LOGS ARE IN ACCORDANCE WITH

ASTM D 2488, STANDARD PRACTICE FOR DESCRIPTION AND IDENTIFICATION OF SOILS (VISUAL-MANUAL

PROCEDURE) AND ASTM D 2487, STANDARD PRACTICE FOR CLASSIFICATION OF SOILS FOR ENGINEERING

PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM).

5. THE SOIL CLASSIFICATIONS AND DESCRIPTIONS CONTAINED ON THE EXPLORATION LOGS ARE THE PROJECT

ENGINEER'S INTERPRETATION OF THE FIELD LOGS AND RESULTS OF THE LABORATORY TESTING PROGRAM. THE

STRATIFICATION LINES SHOWN ON THE EXPLORATION LOGS REPRESENT APPROXIMATE BOUNDARIES BETWEEN

SOIL TYPES. THE ACTUAL TRANSITIONS ARE OFTEN GRADUAL OR NOT DISCERNABLE BY DRILL ACTION.

6. TEST BORING LOCATIONS WERE SURVEYED USING STANDARD SURVEY TECHNIQUES BY R&M CONSULTANTS, INC., UNDER CONTRACT WITH U.S. ARMY CORPS OF ENGINEERS - ALASKA DISTRICT. TEST BORING COORDINATES

ARE REPORTED IN NAD83 ALASKA STATE PLANE (ASPC), ZONE 4, IN U.S. SURVEY FEET. ELEVATIONS ARE

REFERENCED TO NAVD88 IN U.S. SURVEY FEET.

LEGEND

TEST BORING IDENTIFICATIONAP-###

ALASKA DISTRICT

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OF ENGINEERS

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AutoCAD SHX Text

NOTES:

1. SEE SHEET B-101 FOR LOCATIONS OF BORINGS AP-200 THRU AP-209

2. THE EXPLORATION LOGS SHOWN ON THIS SHEET ARE ALSO CONTAINED IN

SPECIFICATION SECTION 31 00 00 EARTHWORK.

EMA 3D

Geotechnical and Materials

CORPS OF ENGINEERS

ALASKA DISTRICT

SHEET B-1

UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART (modified from ASTM D2487)

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Well-graded gravels, gravel-sand mixtures, little or no fines

CLEAN

GRAVELS

GRAVEL AND

GRAVELLY

SOILS

Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays

Well-graded sands, gravelly sands, little or no fines

Peat humus, swamp soils with high organic content

Organic clays of high plasticity, fat clays

Inorganic clays of high plasticity, fat clays

Inorganic silts, macaceous or dimaceous fine sandy or silty soils, elastic silt

Organic silts and organic silty clays of low plasticity

Inorganic silts, very fine sands, rock flour, silty/clayey fine sands or clayey silts of slight plasticity

Clayey sands, sand-clay mixtures

Silty sands, sand-silt mixtures

Poorly graded sands, gravelly sands, little or no fines

Clayey gravels, gravel-sand-clay mixtures

Silty gravels, gravel-sand-silt mixtures

Poorly graded gravels, gravel-sand mixtures, little or no fines

SILTS AND CLAYS

HIGHLY ORGANIC SOILS

>12% FINES

<5% FINES

SANDS WITH

FINES

CLEAN

SANDS

GRAVELS

WITH FINES

SAND AND

SANDY

SOILS

> 50% OF COARSE

FRACTION PASSING

NO. 4 SIEVE

> 50% OF COARSE

FRACTION

RETAINED ON NO. 4

SIEVE

DESCRIPTIONS

MAJOR DIVISIONS SYMBOLS

LEGEND TO EXPLORATION LOGS

LIQUID LIMIT <50

SILTS AND CLAYS

LIQUID LIMIT ≥50

I f s o i l c o n t a i n s s n d a d d w i t h s a n d

I f s o i l c o n t a i n s r a v e l a d d w i t h g r a v e l

I f s o i l c o n t a i n s c o a r s e g r a i n e d s o i l f r o m t a d d w i t h s a n d o r w i t h g r a v e l f o r w h i c h e v e r t y p e i s p r o m i n e n t o r f o r a d d s a n d y o r g r a v e l l y

C:\Users\J4ENGGAF\Desktop\Plasticity Chart.JPG

P L A

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C u

≥ 4 AND 1 ≤ C

≤ 3

C u

< 4 AND/OR [C

< 1 OR C

> 3]

FINES CLASSIFY AS ML OR MH

FINES CLASSIFY AS CL OR CH

C u

≥ 6 AND 1 ≤ C

≤ 3

C u

< 6 AND/OR [C

< 1 OR C

> 3]

FINES CLASSIFY AS ML OR MH

FINES CLASSIFY AS CL OR CH

SAMPLER ABBREVIATIONS/SYMBOLS

AUGER

CORE

GRAB

LPT

SPT

UNDIST

VANE

Auger Cuttings

Rock Core

Grab Sample

Large Penetration Test

No Recovery

Shelby Tube

Standard Penetration Test

(ASTM D 1586)

Undisturbed Sample

Vane Shear

FROST DESIGN SOIL CLASSIFICATION

(UFC 3-250-01FA, TABLE 18-2)

NFS

PFS

Gravelly Soils

Gravelly Soils, Sands

Gravelly Soils, Sands, Except Very Fine Silt

Sands

All Silts, Very Fine Silty Sands, Clays, PI >12, Varved Clays and Other Fine-Grained

Banded Sediments

Non-Frost-Susceptible

Possibly Frost Susceptible

Gravelly Soils

Sandy Soils

GROUP

TYPICAL SOILS

DESCRIPTION OF

FROZEN SOILS (ASTM D4083)

ICE NOT VISIBLE

Nbn

Nbe

Poorly Bonded or Friable

Well Bonded, No Excess Ice

Well Bonded, Excess Ice

Crystals

Ice Coatings or Particles

Ice Formations

Stratified or Distinctly Oriented Ice Formations

GROUP DESCRIPTION

VISIBLE ICE, < 1 IN. THICK

VISIBLE ICE, > 1 IN. THICK

Ice

Ice without Soil Inclusions

Ice + Soil

Ice with Soil Inclusions

COMPONENT DEFINITIONS BY GRADATION

COMPONENT

BOULDERS

COBBLES

GRAVEL

COARSE GRAVEL

FINES GRAVEL

SAND

COARSE SAND

MEDIUM SAND

FINE SAND

SILT & CLAY (FINES)

> 12 IN. (300 MM)

12 IN. (300 MM) to 3 IN. (75 MM)

3 IN. (75 MM) to #4 SIEVE (4.76 MM)

SIZE RANGE

3 IN. (75 MM) to 3/4 IN. (18.75 MM)

3/4 IN. to #4 SIEVE (4.76 MM)

#4 (4.76 MM) to #200 (0.074 MM)

#4 (4.76 MM) to #10 (2.0 MM)

#10 (2.0 MM) to #40 (0.42 MM)

#40 (0.42 MM) to #200 (0.074 MM)

< #200 (0.074 MM)

OTHER MATERIAL SYMBOLS

ASPHALT PAVEMENT

BASALT

BEDROCK

PORTLAND CEMENT

CONCRETE

COBBLES/BOULDERS

NOTES:

1: Coefficient of uniformity : C u

= D

2: Coefficient of curvature: C c

= [(D

] / (D x D

3: D

(x%) is soil particle diameter where x% is % finer.

4: Gravels or sands with 5% to 12% fines require dual symbols (GW-GM, GW-GC, GP-GM, GP-GC, SW-SM, SW-SC, SP-SM, SP-SC) and add "with clay" or "with silt" to group name. If fines classify as CL-ML for GM or SM, use dual symbol GC-GM or SC-SM.

Dry

Moist

Wet

Absence of moisture, dusty, dry to the touch

Damp, but no visible water

Visible free water, usually soil is below water table

CRITERIA FOR DESCRIBING

MOISTURE CONDITION (ASTM D2488)

PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR

TEST BORING NOTES:

1: The number of blows required to drive each six-inch increment is recorded on the exploration logs. The reported blow count is an indication of the relative density or consistency of the soil. It should be noted that blow counts obtained in frozen soils do not represent the penetration of those same soils in a thawed state.

2: Soil classifications and descriptions reported on the exploration logs are in accordance with ASTM D

2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) and ASTM

D 2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification

System).

3: The soil classifications and descriptions contained on the exploration logs are the project engineer's interpretation of the field logs and results of the laboratory testing program. The stratification lines shown on the exploration logs represent approximate boundaries between soil types. The actual transitions are often gradual or not discernable by drill action.

TEST BORING NOTES

NOTES TO UNIFIED SOIL CLASSIFICATION AND SYMBOL CHART

ALASKA DISTRICT

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NUMBER:

SHEET OF

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OF ENGINEERS

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AutoCAD SHX Text

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Silt and Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt and Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Silty SAND with Gravel

AutoCAD SHX Text Well-graded SAND with Silt, AutoCAD SHX Text Gravel, and Cobbles

AutoCAD SHX Text Silty GRAVEL with Sand

AutoCAD SHX Text and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text

GP-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

AutoCAD SHX Text S1*

AutoCAD SHX Text

AutoCAD SHX Text Gray, moist, 49% subangular to subrounded gravel, 40% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 11% nonplastic fines, max size = 2 in., AutoCAD SHX Text gravel fractured while driving (GFWD)

AutoCAD SHX Text Gray, moist, 49% subangular to subrounded gravel, 44% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 7% nonplastic fines, max size = 2.25

AutoCAD SHX Text in., GFWD

AutoCAD SHX Text Gray, moist, 50% subangular to subrounded gravel, 43% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 7% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Dark gray, wet, 41% subangular to subrounded gravel, 45% subangular

AutoCAD SHX Text to subrounded fine to coarse sand, 14% nonplastic fines, max size = 2

AutoCAD SHX Text in., GFWD, wood debris

AutoCAD SHX Text Gray, wet, 41% subangular to subrounded gravel, 50% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 9% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 49% subangular to subrounded gravel, 38% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 13% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, about 65% subangular to subrounded gravel, about 30%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, about 5% nonplastic

AutoCAD SHX Text fines, max size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Dark gray, wet, about 55% subangular to subrounded gravel, about

AutoCAD SHX Text 40% subangular to subrounded fine to coarse sand, about 5%

AutoCAD SHX Text nonplastic fines, max size = 3 in., gravel and cobbles fractured while

AutoCAD SHX Text driving

AutoCAD SHX Text Dark brownish gray, wet, 54% subangular to subrounded gravel, 42%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, 4% nonplastic fines, AutoCAD SHX Text max size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Bottom of Hole 32.0 ft.

AutoCAD SHX Text Elevation 337.4 ft.

AutoCAD SHX Text Groundwater Encountered While Drilling at an elevation of 362.3 ft.

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground landward (west) of the existing berm

AutoCAD SHX Text consisting of alluvial deposits including boulders, cobbles, gravel, sand

AutoCAD SHX Text and fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

32.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 9 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-200

AutoCAD SHX Text Drive

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text

ASP4 NAD83

AutoCAD SHX Text Vertical

AutoCAD SHX Text

TB-01

AutoCAD SHX Text

AP-200

AutoCAD SHX Text 2,257,912 ft.

AutoCAD SHX Text 1,759,638 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text X

AutoCAD SHX Text Inspector:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

369.4 ft.

AutoCAD SHX Text Graham Foreman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text

3.25 in. ID

AutoCAD SHX Text Hollow Stem Auger

AutoCAD SHX Text

7.1 ft. WD

AutoCAD SHX Text Other

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

30.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Project:

AutoCAD SHX Text

EXPLORATION LOG SALMON CREEK GINT LOGS.GPJ BUCKLAND.GPJ 3/22/17

AutoCAD SHX Text

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt and Sand

AutoCAD SHX Text Silty GRAVEL with Sand

AutoCAD SHX Text and Cobbles

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Silt, Gravel, and Cobbles

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Silt, Gravel, and Cobbles

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

PFS*

AutoCAD SHX Text

PFS*

AutoCAD SHX Text

PFS*

AutoCAD SHX Text S1*

AutoCAD SHX Text

AutoCAD SHX Text Gray, moist, 56% subangular to subrounded gravel, 41% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 3% nonplastic fines, max size = 1.5 in.

AutoCAD SHX Text Gray, moist, 55% subangular to subrounded gravel, 40% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 5% nonplastic fines, max size = 1 in., AutoCAD SHX Text gravel fractured while driving (GFWD)

AutoCAD SHX Text Gray, moist, 59% subangular to subrounded gravel, 36% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 5% nonplastic fines, max size = 2 in., AutoCAD SHX Text

GFWD

AutoCAD SHX Text Gray, moist, 57% subangular to subrounded gravel, 37% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 6% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, moist, 54% subangular to subrounded gravel, 36% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 10% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, moist to wet, 48% subangular to subrounded gravel, 43%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, 9% nonplastic fines, AutoCAD SHX Text max size = 1.25 in., GFWD

AutoCAD SHX Text Gray, wet, 49% subangular to subrounded gravel, 39% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 12% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, about 45% subangular to subrounded gravel, about 50%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, about 10% nonplastic

AutoCAD SHX Text fines, max size = 3 in., gravel and cobbles fractured while driving, wood

AutoCAD SHX Text debris at bottom of sample

AutoCAD SHX Text Gray, wet, 36% subangular to subrounded gravel, 53% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 11% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Bottom of Hole 32.0 ft.

AutoCAD SHX Text Elevation 351.7 ft.

AutoCAD SHX Text Groundwater Encountered While Drilling at an elevation of 366.9 ft.

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground on the crest of the existing berm consisting of

AutoCAD SHX Text alluvial deposits including boulders, cobbles, gravel, sand and

AutoCAD SHX Text fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

32.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 9 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-201

AutoCAD SHX Text Drive

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text

ASP4 NAD83

AutoCAD SHX Text Vertical

AutoCAD SHX Text

TB-02

AutoCAD SHX Text

AP-201

AutoCAD SHX Text 2,258,061 ft.

AutoCAD SHX Text 1,759,842 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text X

AutoCAD SHX Text Inspector:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

383.7 ft.

AutoCAD SHX Text Graham Foreman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text

3.25 in. ID

AutoCAD SHX Text Hollow Stem Auger

AutoCAD SHX Text

16.8 ft. WD

AutoCAD SHX Text Other

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

30.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Project:

AutoCAD SHX Text

EXPLORATION LOG SALMON CREEK GINT LOGS.GPJ BUCKLAND.GPJ 3/22/17

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Silt, Sand, and

AutoCAD SHX Text Cobbles

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Silt, Gravel, and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Silty SAND with Gravel

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Silt, Gravel, and Cobbles

AutoCAD SHX Text Poorly graded SAND with

AutoCAD SHX Text Silt, Gravel, and Cobbles

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GP-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

SP-

AutoCAD SHX Text

PFS*

AutoCAD SHX Text S1*

AutoCAD SHX Text

AutoCAD SHX Text Dark gray, moist, 65% subangular to subrounded gravel, 32%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, 3% nonplastic fines, AutoCAD SHX Text max size = 1.5 in., gravel fractured while driving (GFWD)

AutoCAD SHX Text Light gray to gray, moist, 55% angular to subrounded gravel, 39%

AutoCAD SHX Text angular to subrounded fine to coarse sand, 6% nonplastic fines, max

AutoCAD SHX Text size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Light gray, moist, 47% subangular to subrounded gravel, 42%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, 11% nonplastic fines, AutoCAD SHX Text max size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, moist to wet, 43% angular to subrounded gravel, 45% angular to

AutoCAD SHX Text subrounded fine to coarse sand, 12% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving, cobble in shoe

AutoCAD SHX Text Gray, wet, 53% angular to subrounded gravel, 37% angular to

AutoCAD SHX Text subrounded fine to coarse sand, 10% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 40% subangular to subrounded gravel, 47% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 13% nonplastic fines, max size = 2 in., AutoCAD SHX Text wood debris located 10" below top of sample

AutoCAD SHX Text Gray, wet, about 65% angular to subrounded gravel, about 25% angular

AutoCAD SHX Text to subrounded fine to coarse sand, about 10% nonplastic fines, max

AutoCAD SHX Text size = 3 in., gravel and cobble fractured while driving

AutoCAD SHX Text Gray, wet, about 40% angular to subrounded gravel, about 50% angular

AutoCAD SHX Text to subrounded fine to coarse sand, about 10% nonplastic fines, max

AutoCAD SHX Text size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 41% angular to subrounded gravel, 49% angular to

AutoCAD SHX Text subrounded fine to coarse sand, 10% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobble fractured while driving

AutoCAD SHX Text Bottom of Hole 32.0 ft.

AutoCAD SHX Text Elevation 349.1 ft.

AutoCAD SHX Text Groundwater Encountered While Drilling at an elevation of 370.7 ft.

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground landward (west) of the existing berm

AutoCAD SHX Text consisting of alluvial deposits including boulders, cobbles, gravel, sand

AutoCAD SHX Text and fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

32.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 7 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-202

AutoCAD SHX Text Drive

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text

ASP4 NAD83

AutoCAD SHX Text Vertical

AutoCAD SHX Text

TB-03

AutoCAD SHX Text

AP-202

AutoCAD SHX Text 2,258,246 ft.

AutoCAD SHX Text 1,759,939 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text X

AutoCAD SHX Text Inspector:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

381.1 ft.

AutoCAD SHX Text Graham Foreman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text

3.25 in. ID

AutoCAD SHX Text Hollow Stem Auger

AutoCAD SHX Text

10.4 ft. WD

AutoCAD SHX Text Other

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

30.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Project:

AutoCAD SHX Text

EXPLORATION LOG SALMON CREEK GINT LOGS.GPJ BUCKLAND.GPJ 3/22/17

AutoCAD SHX Text

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Silt, Sand, and

AutoCAD SHX Text Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Silty SAND with Gravel and

AutoCAD SHX Text Cobbles

AutoCAD SHX Text Well-graded SAND with Silt, AutoCAD SHX Text Gravel, and Cobbles

AutoCAD SHX Text Highly Weathered Bedrock

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

GP-

AutoCAD SHX Text

GW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

SW-

AutoCAD SHX Text

AutoCAD SHX Text Bx

AutoCAD SHX Text

PFS*

AutoCAD SHX Text S1*

AutoCAD SHX Text

AutoCAD SHX Text Gray, moist, 62% subangular to subrounded gravel, 35% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 3% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, moist to wet, 49% angular to subrounded gravel, 43% angular to

AutoCAD SHX Text subrounded fine to coarse sand, 8% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving, boulders indicated by drilling

AutoCAD SHX Text action

AutoCAD SHX Text Gray, wet, 53% subangular to subrounded gravel, 39% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 8% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 61% angular to subangular gravel, 30% angular to

AutoCAD SHX Text subangular fine to coarse sand, 9% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobble fractured while driving

AutoCAD SHX Text Gray, wet, 54% angular to subrounded gravel, 36% angular to

AutoCAD SHX Text subrounded fine to coarse sand, 10% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray and brown, wet, 41% subangular to subrounded gravel, 47%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, 12% nonplastic fines, AutoCAD SHX Text max size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Gray and brown, wet, about 30% subangular to subrounded gravel, AutoCAD SHX Text about 60% subangular to subrounded fine to coarse sand, about 10%

AutoCAD SHX Text nonplastic fines, max size = 3 in., gravel, cobbles, and boulders

AutoCAD SHX Text fractured while driving, drilled through boulder from 21 feet to 22 feet

AutoCAD SHX Text

BGS

AutoCAD SHX Text Gray and brown, wet, about 30% angular to subangular gravel, about

AutoCAD SHX Text 60% angular to subangular fine to coarse sand, about 10% nonplastic

AutoCAD SHX Text fines, max size = 3 in., gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 31% angular to subangular gravel, 59% angular to

AutoCAD SHX Text subangular fine to coarse sand, 10% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Hard drilling starting at 33.5 feet BGS

AutoCAD SHX Text Valdez Group, slate and phyllite, medium hard, highly weathered, AutoCAD SHX Text smooth surface texture, laminated, discontinuity spacing less than 0.5

AutoCAD SHX Text inch, horizontal fractures, black and gray

AutoCAD SHX Text

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground east of the existing berm, on the creek bank, AutoCAD SHX Text consisting of alluvial deposits including boulders, cobbles, gravel, sand

AutoCAD SHX Text and fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

52.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 9 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-203

AutoCAD SHX Text Drive

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text

ASP4 NAD83

AutoCAD SHX Text Vertical

AutoCAD SHX Text

TB-04

AutoCAD SHX Text

AP-203

AutoCAD SHX Text 2,258,212 ft.

AutoCAD SHX Text 1,759,975 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text X

AutoCAD SHX Text Inspector:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

378.0 ft.

AutoCAD SHX Text Graham Foreman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text

3.25 in. ID

AutoCAD SHX Text Hollow Stem Auger

AutoCAD SHX Text

3.7 ft. WD

AutoCAD SHX Text Other

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

50.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Project:

AutoCAD SHX Text

EXPLORATION LOG SALMON CREEK GINT LOGS.GPJ BUCKLAND.GPJ 3/22/17

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground east of the existing berm, on the creek bank, AutoCAD SHX Text consisting of alluvial deposits including boulders, cobbles, gravel, sand

AutoCAD SHX Text and fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

52.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 9 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-203

AutoCAD SHX Text Drive

AutoCAD SHX Text

AutoCAD SHX Text Highly Weathered Bedrock

AutoCAD SHX Text Bx

AutoCAD SHX Text Valdez Group, slate and phyllite, medium hard, highly to completely

AutoCAD SHX Text weathered, smooth surface texture, laminated, discontinuity spacing

AutoCAD SHX Text less than 0.5 inch, horizontal fractures, black and gray

AutoCAD SHX Text Valdez Group, slate and phyllite, medium hard, highly weathered, AutoCAD SHX Text smooth surface texture, laminated, discontinuity spacing less than 0.5

AutoCAD SHX Text inch, horizontal fractures, black, brown, and gray

AutoCAD SHX Text Valdez Group, slate and phyllite, medium hard, highly weathered, AutoCAD SHX Text smooth surface texture, laminated, discontinuity spacing less than 0.5

AutoCAD SHX Text inch, horizontal fractures, black, brown, and gray

AutoCAD SHX Text Bottom of Hole 52.0 ft.

AutoCAD SHX Text Elevation 326.0 ft.

AutoCAD SHX Text Groundwater Encountered While Drilling at an elevation of 374.3 ft.

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text Rock descriptions in accordance with EM 1110-1-1804 and GL-85-3

AutoCAD SHX Text Geotechnical Descriptions of Rock and Rock Masses

AutoCAD SHX Text

AutoCAD SHX Text 100 <6-in.

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text

ASP4 NAD83

AutoCAD SHX Text Vertical

AutoCAD SHX Text

TB-04

AutoCAD SHX Text

AP-203

AutoCAD SHX Text 2,258,212 ft.

AutoCAD SHX Text 1,759,975 ft.

AutoCAD SHX Text Split Spoon I.D.:

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text X

AutoCAD SHX Text Inspector:

AutoCAD SHX Text

* Indicates Estimated Frost Classification

AutoCAD SHX Text Top of Hole

AutoCAD SHX Text Elevation:

AutoCAD SHX Text Datum:

AutoCAD SHX Text

378.0 ft.

AutoCAD SHX Text Graham Foreman

AutoCAD SHX Text Depth Drilled:

AutoCAD SHX Text Alaska District

AutoCAD SHX Text other

AutoCAD SHX Text Type of Samples:

AutoCAD SHX Text

3.25 in. ID

AutoCAD SHX Text Hollow Stem Auger

AutoCAD SHX Text

3.7 ft. WD

AutoCAD SHX Text Other

AutoCAD SHX Text Type of Hole:

AutoCAD SHX Text

50.0 ft.

AutoCAD SHX Text Geotechnical and Materials Section

AutoCAD SHX Text

NAVD88

AutoCAD SHX Text

CORPS OF ENGINEERS

AutoCAD SHX Text

ENGINEERING SERVICES

AutoCAD SHX Text

ALASKA DISTRICT

AutoCAD SHX Text Hole Number, Field:

AutoCAD SHX Text Project:

AutoCAD SHX Text

EXPLORATION LOG SALMON CREEK GINT LOGS.GPJ BUCKLAND.GPJ 3/22/17

AutoCAD SHX Text

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Sand and Cobbles

AutoCAD SHX Text Well-graded GRAVEL with

AutoCAD SHX Text Silt, Sand, and Cobbles

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Sand and Cobbles

AutoCAD SHX Text Poorly graded GRAVEL

AutoCAD SHX Text with Sand

AutoCAD SHX Text Silty SAND with Gravel and

AutoCAD SHX Text Cobbles

AutoCAD SHX Text

GW-

AutoCAD SHX Text

PFS*

AutoCAD SHX Text

AutoCAD SHX Text Gray, moist, 63% subangular to subrounded gravel, 33% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 4% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 76% subangular to subrounded gravel, 21% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 3% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving

AutoCAD SHX Text Gray, wet, 54% subangular to subrounded gravel, 40% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 6% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving, 7-in. piece of wood at bottom

AutoCAD SHX Text of sample

AutoCAD SHX Text Gray, wet, about 65% subangular to subrounded gravel, about 30%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, about 5% nonplastic

AutoCAD SHX Text fines, max size = 3 in., gravel and cobbles fractured while driving, 8-in.

AutoCAD SHX Text piece of wood at bottom of sampler

AutoCAD SHX Text Gray, wet, about 60% subangular to subrounded gravel, about 35%

AutoCAD SHX Text subangular to subrounded fine to coarse sand, about 5% nonplastic

AutoCAD SHX Text fines, max size = 1 in., gravel fractured while driving (GFWD), wood

AutoCAD SHX Text debris mixed throughout sample

AutoCAD SHX Text Gray, wet, 42% subangular to subrounded gravel, 45% subangular to

AutoCAD SHX Text subrounded fine to coarse sand, 13% nonplastic fines, max size = 3 in., AutoCAD SHX Text gravel and cobbles fractured while driving, wood debris mixed

AutoCAD SHX Text throughout sample

AutoCAD SHX Text Bottom of Hole 17.0 ft.

AutoCAD SHX Text Elevation 361.8 ft.

AutoCAD SHX Text Groundwater Encountered While Drilling at an elevation of 376.7 ft.

AutoCAD SHX Text PID = (Cold/Hot) Photo Ionization Detector

AutoCAD SHX Text

AutoCAD SHX Text Frost Class.

AutoCAD SHX Text ufc3-250-01fa

AutoCAD SHX Text N-Value

AutoCAD SHX Text Sample Type

AutoCAD SHX Text Depth (ft.)

AutoCAD SHX Text Sample

AutoCAD SHX Text Recovery

AutoCAD SHX Text Lithology

AutoCAD SHX Text Symbol

AutoCAD SHX Text Classification

AutoCAD SHX Text ASTM: D 2487 or D 2488

AutoCAD SHX Text Blow Count

AutoCAD SHX Text

ASTM D 4083

AutoCAD SHX Text Frozen

AutoCAD SHX Text PID (ppm)

AutoCAD SHX Text % Water

AutoCAD SHX Text Description and Remarks

AutoCAD SHX Text SURFACE: Level ground east of the existing berm, on the creek bank, AutoCAD SHX Text consisting of alluvial deposits including boulders, cobbles, gravel, sand

AutoCAD SHX Text and fine-grained soils.

AutoCAD SHX Text

EXPLORATION LOG

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text Northing:

AutoCAD SHX Text Easting:

AutoCAD SHX Text Location:

AutoCAD SHX Text Total Depth:

AutoCAD SHX Text

17.0 ft.

AutoCAD SHX Text Monitoring Well

AutoCAD SHX Text 340 lbs

AutoCAD SHX Text 9 Nov 2016

AutoCAD SHX Text Date:

AutoCAD SHX Text Horizontal

AutoCAD SHX Text Test Pit

AutoCAD SHX Text Clifford G. Cormier

AutoCAD SHX Text Hammer Weight:

AutoCAD SHX Text Size and Type of Bit:

AutoCAD SHX Text Depth to Groundwater:

AutoCAD SHX Text Type of Equipment:

AutoCAD SHX Text Operator:

AutoCAD SHX Text X

AutoCAD SHX Text Auger Hole

AutoCAD SHX Text Permanent:

AutoCAD SHX Text

AP-204

AutoCAD SHX Text Drive

AutoCAD SHX Text Discovery Drilling Co.

AutoCAD SHX Text

2.5 in.

AutoCAD SHX Text CME850 w/ Auto Hammer

AutoCAD SHX Text Upper Salmon Creek Revetment

AutoCAD SHX Text Seward, Alaska

AutoCAD SHX Text Piezometer

AutoCAD SHX Text Project:

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.