S01 12FPC321R0016 Amendment 0002.pdf

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Construction of Rawson Hill Dam Rehabilitation Project - Worcester County, Massachusetts
Solicitation number
12FPC321R0016
Issued by

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This solicitation requests proposals for the construction of the Rawson Hill Dam Rehabilitation Project located in Worcester County, Massachusetts. The major items of work include clearing and grubbing, structure removal, temporary seeding and mulching, compost filter sock, construction and maintenance of access roads, seeding and mulching, surveys, mobilization and demobilization, dewatering the construction site, diverting surface water, sheet piling, excavation, compacting structure backfill, earthfill, salvaging and spreading topsoil, concrete, reinforced roller-compacted concrete, principal spillway conduit, perforated and non-perforated drain pipe, loose rock riprap, contractor quality control, and precast concrete manholes. Interested contractors must register in the System for Award Management and complete annual representations and certifications by September 3, 2021. A firm fixed price construction contract is anticipated under FAR Part 15 negotiation procedures. Bids require a 20% guarantee, and performance and payment bonds of 100% within 10 days of award. The period of performance is 153 calendar days from notice to proceed. The solicitation is a total small business set-aside with a NAICS code of 237990 and size standard of $39.5M.

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S01 12FPC321R0016 Amendment 0003.pdf PDF
S01 Amendment 0001_12FPC321R0016.pdf PDF
S01 12FPC321R0016 Attachment 2 Plan Set 2 of 2.pdf PDF
S01 12FPC321R0016 Attachment 2 Plan Set 1 of 2.pdf PDF
S01 12FPC321R0016 Attachment 1 Specifications.pdf PDF
SF24 Bid Bond.pdf PDF
S01 12FPC321R0016 Attachment 3 Wage Determination.pdf PDF
S01 12FPC321R0016 Solicitation Packet.pdf PDF

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(x)

12FPC321R0016

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

FPAC-HQ-APD-TX

Fort Worth TX 76115-3404 501 W. Felix St., Building 23 Fort Worth Federal Center

FPAC BUS CNTR-ACQUISITION DIV-TX

FPAC-HQ-12FPC3

WASHINGTON DC 20250

1400 INDEPENDENCE AVE SW, RM 6801-S

FPAC BUS CNTR-ACQ DIV-OPS BRANCH-SE

08/27/20210002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/12/2021

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Construction of Rawson Hill Brook Floodwater Retarding Dam -

Dam Rehabilitation Project located in Worcester County, Massachusetts

The purpose of this amendment is to incorporate revised Attachment 2 - Drawings and three documents that relate to permits for the site.

Remove S01 12FPC321R0016 Attachment 2 Plan Set 1 of 2 and S01 12FPC321R0016 Attachment 2

Plan Set 2 of 2 and Replace with Revised Attachment 2 - Drawings attached to this solicitation.

Incorporate the three permit documents attached to this amendment into the solicitation.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

LAUREEN M. EIPP

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 63

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

12FPC321R0016/0002

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

C O

V E

R

S

H E

E T

NATURAL RESOURCES CONSERVATION SERVICE

of the

U.S. DEPARTMENT OF AGRICULTURE

LOCATION MAP

APPROX. SCALE IN FEET

-0- 200200 400

NRCS JOB CLASS VII

SOURCE: PASDA 2015

INDEX OF DRAWINGS

SHEET NO. SHEET TITLE

1 COVER SHEET

3 GENERAL NOTES AND LEGEND

RAWSON HILL DAM REHABILITATION PROJECT

FLOOD CONTROL DAM

WORCESTER COUNTY, MASSACHUSETTS

DRAINAGE AREA 940.8 ACRES

FLOOD STORAGE 244 ACRE FEET

AT AUXILIARY SPILLWAY CREST

WATER SURFACE AREA N/A ACRES

AT NORMAL POOL

HEIGHT OF DAM 16 FEET

VICINITY MAP

APPROX. SCALE IN MILES

-0- 1010 20

MASSACHUSETTS STATE MAP

NOT TO SCALE

SOURCE: milebymile.com©

WORCESTER COUNTY

BOUNDARY LINE

SHEET TITLE

COVER SHEET

MASSACHUSETTS

PROSPECT STREET

2 3-DIMENSIONAL RENDERINGS OF PROPOSED CONDITIONS

EXISTING DAM AND AUXILIARY SPILLWAY PLAN5

PROPOSED PLAN OF DAM AND AUXILIARY SPILLWAY6

DAM BASELINE PROFILE

EMBANKMENT PROFILES SHEET 1 OF 2

PRINCIPAL SPILLWAY PLAN AND PROFILE

PRINCIPAL SPILLWAY SECTIONS SHEET 1 OF 2

EMBANKMENT PROFILES SHEET 2 OF 2

PLAN OF RCC SPILLWAY

RCC SPILLWAY PROFILE

RCC SECTIONS SHEET 1 OF 2

RCC SECTIONS SHEET 2 OF 2

PRINCIPAL SPILLWAY SECTIONS SHEET 2 OF 2

WORCESTER COUNTY

RAWSON HILL DAM

RAWSON HILL DAM

EXISTING SITE PLAN

D a t e

C h e c k e d

A p p r o v e d

D r a w n

D e s i g n e d

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File No.

Drawing No.

A p p r o v e d

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PRIOR TO EXCAVATION THE CONTRACTOR SHALL CALL THE DIG SAFE SYSTEM INC.

ONE-CALL NUMBER 888-DIG-SAFE. WRITTEN DOCUMENTATION SHALL BE PRESENTED

TO THE CONTRACTING OFFICER REPRESENTATIVE BY THE CONTRACTOR CERTIFYING

THAT THE ONE-CALL NUMBER HAS BEEN CALLED AND ALL UTILITIES LOCATED WITHIN

THE WORK AREA HAVE BEEN MARKED. ONLY AFTER THE CONTRACTING OFFICER

REPRESENTATIVE HAS THIS DOCUMENT IN HAND MAY EXCAVATION PROCEED.

LAYOUT PLAN OF DAM AND SPILLWAY

SCHEMATIC EXCAVATION PLAN SHEET 1 OF 2

AUXILIARY SPILLWAY DRAINAGE SYSTEM DETAILS SHEET 1 OF 3

AUXILIARY SPILLWAY DRAINAGE SYSTEM DETAILS SHEET 2 OF 3

AUXILIARY SPILLWAY DRAINAGE SYSTEM DETAILS SHEET 3 OF 3

RCC TEST SECTION

RCC AUXILIARY SPILLWAY ILLUSTRATIONS

RCC LIFTS SHEET 1 OF 3

POLLUTION CONTROL PLAN

POLLUTION CONTROL NARRATIVE

POLLUTION CONTROL DETAILS SHEET 1 OF 2

POLLUTION CONTROL DETAILS SHEET 2 OF 232

PRINCIPAL SPILLWAY CONDUIT AND CRADLE DETAILS

RCC LIFTS SHEET 2 OF 3

RCC LIFTS SHEET 3 OF 3

BORING LOGS SHEET 1 OF 5

BORING LOGS SHEET 2 OF 5

BORING LOGS SHEET 3 OF 5

BORING LOGS SHEET 4 OF 5

37 BORING LOGS SHEET 5 OF 5

SCHEMATIC EXCAVATION PLAN SHEET 2 OF 2

12FPC321R0016 Revised Attachment 2 - Drawings

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Sheet of

File No.

Drawing No.

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F i l e s R a w s o n

H i l l C

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S e t S i t e

R e n d e r i n g s d w g

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3D RENDERING LOOKING DOWNSTREAM 3D RENDERING LOOKING UPSTREAM

3D RENDERING FROM RIGHT ABUTMENT

NOTES:

1. FOR ILLUSTRATIONS PURPOSES ONLY. NOT TO BE

USED FOR CONSTRUCTION LAYOUT.

0 545

0+00 ASW

1+00 ASW

2+00 ASW

3+00 ASW

4+00 ASW

5+

A

SW

6+

A

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7+

A

SW

8+

A

SW

0+00 D 1+00 D 2+00 D 3+00 D 4+00 D 5+00 D 6+00 D 7+00 D

545545

0 560

LIMIT OF

VEHICULAR ACCESS

SEE NOTE 2

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NOTES:

1. SEE SHEET 3 FOR GENERAL NOTES AND LEGEND.

2. VEHICULAR ACCESS WITHIN 20 FEET OF THE SHEETPILE WALL SHALL BE

LIMITED TO THE AREA DESIGNATED ON THE PLAN UNTIL RCC HAS BEEN

PLACED TO EL. 542.5. REFER TO SHEET 31 FOR SEQUENCE OF OPERATIONS.

3. THE SPOIL AREA LOCATED WITHIN THE EXISTING AUXILIARY SPILLWAY

CHANNEL MAY BE MODIFIED TO ACHIEVE CUT-FILL BALANCE UPON

APPROVAL OF THE COR.

4. CLEAR 20' BEYOND LIMIT OF DAM CREST.

5. BVW MITIGATION AREA SHRUB PLANTING SCHEDULE:

a. SHRUBS SHALL BE PLANTED IN THE MITIGATION AREA AT AN

APPROXIMATE 8-FOOT ON CENTER SPACING.

b. SHRUBS SHALL BE GREATER THAN 2 FEET.

c. SHRUB PLANTING SHALL BE DONE BY HAND AND ANY EXCESS SOIL FROM

PLANTING WILL BE REMOVED FROM THE MITIGATION AREA.

6. TREE PLANTING SCHEDULE:

a. TREES SHALL BE PLANTED IN THE DESIGNATED TREE PLANTING AREA AN

APPROXIMATE 10-FOOT ON CENTER SPACING.

b. TREES SHALL BE GREATER THAN 3 FEET TALL.

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SCALE IN FEET

-0- 3030 60

DAM

LIMIT OF DETAILED

FIELD SURVEY

EXISTING

STONE WALL

EXISTING AUXILIARY

SPILLWAY DRAIN TO

BE REMOVED

SEE SHEET 9

EXISTING CONCRETE RISER STRUCTURE

EXISTING 30" DIA PRINCIPAL SPILLWAY CONDUIT

INLET INV. EL. 533.02

OUTLET INV. EL. 531.4

EXISTING MONUMENT STRUCTURE

AUXILIARY SPILLWAY

EXISTING

CIP DRAIN PIPE

12" INLET INV. EL. 530.17

8" OUTLET INV. EL. 529.69

EXISTING

GRAVEL ACCESS ROAD

FL

O

W

190' AUXILIARY SPILLWAY CREST

SEE SHEET 11

RIPRAP

SHEET PILE CUTOFF

WALL AND SILL

WARP SLOPE TO MATCH

EXISTING GRADE IN THIS AREA

3H :1

V

3H :1

V

544.5

548.0 548.0

533.5 536.5

530.5

LIMIT OF WORK

9H :1

V

9H :1

V

10' WIDE RAMP

536.5

10' WIDE RAMP

10H:1V

WARP SLOPE TO MATCH

EXISTING GRADE, 9H±:1V

544.5

EL. 547.0

SLO

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TO

D

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LIMIT OF CLEARING

AND GRUBBING

SEE SHEET 9

A

B

A

B

SPOIL AREA

WARP SLOPE

TO TIE INTO LIMIT

OF EXCAVATION

PROSPECT DRIVE

TO DAM

EXISTING GRAVEL ACCESS ROAD

LIMIT OF WORK

PARTIAL PLAN VIEW OF ACCESS ROAD INTERSECTION WITH PROSPECT DRIVE

WETLAND EXTENDS

BEYOND STUDY AREA

EXISTING

BORDERING

VEGETATED

WETLAND

WETLAND EXTENDS

BEYOND STUDY AREA

WETLAND EXTENDS

BEYOND STUDY AREA

EXISTING

BORDERING

VEGETATED

WETLAND

EXISTING WETLAND

7.34'

20.0' DAM CREST

SEE NOTE 4

100' BUFFER ZONE

BORDERING LAND SUBJECT

TO FLOODING

BVW MITIGATION AREA

1,350 SF

SEE NOTE 5

COMMON NAME SCIENTIFIC NAME NUMBER

SPECKLED ALDER ALNUS INCANA 14

WINTERBERRY ILEX VERTICILLATA 7

COMMON NAME SCIENTIFIC NAME NUMBER

RED OAK QUERCUS RUBRA 8

BLACK CHERRY PRUNUS SEROTINA 7

TREE PLANTING AREA

SEE NOTE 6

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F i l e s R a w s o n

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NOTES:

1. FOR ILLUSTRATIONS PURPOSES ONLY. NOT TO BE

USED FOR CONSTRUCTION LAYOUT.

2. SHEET PILE WALL AND DRAIN PIPES NOT SHOWN.

RCC LIFT PLACEMENT EL. 531.5

(LOOKING UPSTREAM)

RCC LIFT PLACEMENT EL. 533.5

(LOOKING UPSTREAM)

RCC LIFT PLACEMENT EL. 536.5

(LOOKING TOWARDS LEFT ABUTMENT)

RCC LIFT PLACEMENT EL. 539.5

(LOOKING TOWARDS RIGHT ABUTMENT)

RCC LIFT PLACEMENT EL. 548.0

(LOOKING AT LEFT TRAINING WALL, RIGHT TRAINING WALL SIMILAR)

RCC LIFT PLACEMENT EL. 545.5

(LOOKING UPSTREAM)

RCC LIFT PLACEMENT EL. 542.5

(LOOKING UPSTREAM)

VIEW OF COMPLETED RCC PLACEMENT

(ISOMETRIC VIEW OF RCC FROM LEFT ABUTMENT)

VIEW OF COMPLETED RCC PLACEMENT

(ISOMETRIC VIEW OF RCC FROM RIGHT ABUTMENT)

VIEW OF COMPLETED RCC PLACEMENT

(LOOKING UPSTREAM)

PSW CONDUIT AND CRADLE

DRAIN PIPE (TYP.)

PSW CONDUIT AND CRADLE

0 545

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DAM

LIMIT OF DETAILED

FIELD SURVEY

CONCRETE RISER STRUCTURE

30" DIA PRINCIPAL SPILLWAY CONDUIT

INLET INV. EL. 533.02

OUTLET INV. EL. 531.4

AUXILIARY SPILLWAY

CIP DRAIN PIPE

12" INLET INV. EL. 530.17

8" OUTLET INV. EL. 529.69

GRAVEL ACCESS ROAD

FL

O

W

190' AUXILIARY SPILLWAY CREST

SEE SHEET 11

RIPRAP SHEET PILE CUTOFF

WALL AND SILL

3H :1

V

3H :1

V

2.5H:1V 2.5H:1V

544.5

548.0 548.0

534.5536.5

530.5

LIMIT OF WORK

GRAVEL CONTRACTOR

STAGING AREA

(SEE DETAIL ON SHEET 31)

ACCESS/HAUL ROAD

(SEE DETAIL ON SHEET 32)

FB

TEMPORARY STREAM CROSSING

(SEE STREAM CROSSING NOTES ON SHEET 31)

12" COMPOST FILTER

SOCK (TYP.)

ROCK CONSTRUCTION ENTRANCE

WITH WASHRACK

(SEE DETAIL ON SHEET 31)

PUMP WATER FILTER BAG

(SEE DETAIL ON SHEET 32)

LIMIT OF WORK

LIMIT OF WORK

12" COMPOST FILTER SOCK

18" COMPOST FILTER SOCK

PROTECTIVE FENCE

PUMPED WATER FILTER BAG WITH

INTAKE/DISCHARGE HOSE

ACCESS/HAUL ROAD

ROCK CONSTRUCTION ENTRANCE

WITH WASHRACK

CONTRACTOR STAGING AREA

COFFERDAM

TEMPORARY WATERBAR

RIPRAP

TEMPORARY PUMPING DIVERSION

MINOR PROPOSED CONTOUR

MAJOR PROPOSED CONTOUR

SLOPE LINE

SOIL SERIES BOUNDARY

SOIL SERIES MAP UNIT

EROSION CONTROL LEGEND

RCE

PF

FB

PROSPECT DRIVE

TO DAM

GRAVEL ACCESS ROAD

LIMIT OF WORK

TO

PRO

SPECT

DRIVE

(SEE INSET)

PROTECTIVE FENCE

(SEE DETAIL ON SHEET 32)

10' WIDE ACCESS RAMP

SCALE IN FEET

-0- 3030 60

6A 30A

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE REQUIRED STABLE SLOPE

FOR EXCAVATION AND FILL AND FOR PROVIDING AND INSTALLING TEMPORARY

EXCAVATION SUPPORT AND SHORING WHEN NECESSARY.

2. CONTRACTOR IS RESPONSIBLE FOR SIZING THE DIVERSION OF WATER SYSTEM

INCLUDING THE COFFERDAM, TEMPORARY PUMPING DIVERSION, TEMPORARY

CONDUIT EXTENSION, AND TEMPORARY RIPRAP APRON.

3. ALL STAGING AREAS AND ASSOCIATED HAUL ROADS SHALL BE STABILIZED WITH A 8"

(MINIMUM) LAYER OF DENSE GRADED CRUSHED STONE FOR SUB-BASE

AGGREGATE. UNLESS STATED OTHERWISE, ALL AGGREGATE SHALL BE REMOVED

AT THE COMPLETION OF THE PROJECT, SAID AREAS SHALL BE BROUGHT TO FINAL

GRADE, AND PERMANENT VEGETATIVE STABILIZATION MEASURES SHALL BE

IMMEDIATELY INSTALLED.

4. UNTIL THE SITE IS PERMANENTLY STABILIZED, ALL EROSION CONTROL FACILITIES

SHALL BE PROPERLY MAINTAINED. MAINTENANCE SHALL INCLUDE INSPECTIONS OF

ALL FACILITIES AFTER EACH RAINFALL EVENT AND ON A WEEKLY BASIS. ALL

PREVENTIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR,

REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND REANCHORING OF

SAID MULCH SHALL BE PERFORMED IMMEDIATELY. IF THE EROSION CONTROL

FACILITIES FAIL TO PERFORM AS EXPECTED, REPLACEMENT FACILITIES OR

MODIFICATIONS OF THE INSTALLED FACILITIES WILL BE REQUIRED AND SHALL BE

APPROVED BY THE COR.

5. REFER TO SHEET 31 FOR SOILS INFORMATION.

6. REFER TO SHEET 6 FOR BVW MITIGATION AREA SHRUB PLANTING SCHEDULE.

7. REFER TO SHEET 6 FOR TREE PLANTING SCHEDULE.

8. IF SNOW REMOVAL IS REQUIRED DURING CONSTRUCTION, PLOWED SNOW WILL NOT

BE PLACED IN WETLANDS OR STREAMS.

9. STOCKPILE AREAS TO BE PROTECTED WITH COMPOST FILTER TUBE AND SILT

FENCE AT THE BASE OF THE PILE.

10. MAINTAIN ACCESS ROAD AND PROTECT CROSS CULVERTS DURING CONSTRUCTION.

11. SLOPE PROTECTION EROSION CONTROL MATTING MAY NOT CONTAIN PLASTIC OR

PHOTODEGRADABLE MATERIAL.

12. ONLY EPA-APPROVED FLOCCULANTS MAY BE USED IF REQUIRED FOR THE

TREATMENT OF DEWATERING WASTEWATER.

TEMPORARY

WATERBAR

TEMPORARY

RIPRAP APRON

FS-18

COFFERDAM AND

PUMPING DIVERSION

GRAVEL CONTRACTOR

STAGING / STOCKPILE AREA

(SEE DETAIL ON SHEET 31)

SPOIL AREA

544.5 544.5

EL. 547.0

SLO

PE

TO

D

R

AIN

18" COMPOST

FILTER SOCK

COFFERDAM

12" COMPOST FILTER

SOCK (TYP.)

PARTIAL PLAN VIEW OF ACCESS ROAD INTERSECTION WITH PROSPECT DRIVE

RAWSON HILL BROOK

100' BUFFER ZONE

BORDERING LAND

SUBJECT TO FLOODING

BVW MITIGATION AREA

1,350 SF

SEE NOTE 6

TREE PLANTING AREA

SEE NOTE 7

NATURAL REVEGETATION AREA

TO BE SEEDED WITH XERCES NORTHEASTERN

POLLINATOR MIX (XERC00103) FROM ERNST

CONSERVATION SEEDS, OR EQUIVALENT

B

R I N

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L O

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C h e c k e d

A p p r o v e d

D r a w n

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Sheet of

File No.

Drawing No.

A p p r o v e d

C U s e r s e f r o m h e r z D e s k t o p P r i o r i t y

F i l e s R a w s o n

H i l l C

A D

D D e s i g n

S e t B

O R

I N

G

L O

G S d w g

P l o t t e d

B y

F r o m h e r z

E r i c

E

P l o t

D a t e

P

M

R A

W S

L L

D

A M

F L O

O D

W A

T E

R

R

E T

A R

D I N

G

D

A M

R A

W S

L L

D

H

A B

I L I T

A T

I O

N

P

R O

J E

C T

W O

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E S

T E

R

C

O U

N T

Y

M

A S

S A

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33 37

W C

H A

E E

F A

G L R

A U

G

A U

G

P G

S

X X

X X

X X

BORING LOG NO GF-1

BORING LOG NO GF-1A

BORING LOG NO GF-1A CONTINUED

12FPC321R0016 Revised Attachment 2 - Drawings

AutoCAD SHX Text S-1

AutoCAD SHX Text S-2

AutoCAD SHX Text S-3

AutoCAD SHX Text S-4

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

0.0 - 2.0

AutoCAD SHX Text

2.0 - 4.0

AutoCAD SHX Text

4.0 - 6.0

AutoCAD SHX Text

6.0 - 8.0

AutoCAD SHX Text 543.3

AutoCAD SHX Text 541.3

AutoCAD SHX Text 539.3

AutoCAD SHX Text 8.0': Difficulties augering down after

AutoCAD SHX Text S-4. Driller not able to advance his

AutoCAD SHX Text auger below 6.0'. Solution: offset the

AutoCAD SHX Text drill unsampled for 8.0'. Hole

AutoCAD SHX Text terminated at total depth of 8.0'.

AutoCAD SHX Text 6-7-20-25

AutoCAD SHX Text 18-78-35-21

AutoCAD SHX Text 13-16-43-43

AutoCAD SHX Text 38-25-28-19

AutoCAD SHX Text 0.0'-4.0': Silty Clayey SAND With Gravel

AutoCAD SHX Text (SC-SM) 20% gravel, 35.9% sand, 44.1%

AutoCAD SHX Text fines. subangular, hard, Gravel is fine to

AutoCAD SHX Text coarse, max. particle size: 2 inch; Sand is

AutoCAD SHX Text fine grained, subrounded to rounded;

AutoCAD SHX Text Fines: no plasticity, no dilatancy, Olive

AutoCAD SHX Text brown, (2.5 Y 4/3), dry, no HCl reaction, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 4.0'-6.0': Silty SAND (sm) 10% gravel, AutoCAD SHX Text 60% sand, 30% fines. angular, hard, AutoCAD SHX Text Gravel is coarse, max. particle size: 2.5

AutoCAD SHX Text inch; Sand is fine to coarse grained, AutoCAD SHX Text subangular to subrounded; Fines: low

AutoCAD SHX Text plasticity, no dilatancy, Olive brown, (2.5

AutoCAD SHX Text Y 4/3), dry, no HCl reaction, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 6.0'-8.0': Silty Clayey SAND With Gravel

AutoCAD SHX Text (SC-SM) 20% gravel, 35.9% sand, 44.1%

AutoCAD SHX Text fines. subangular, hard, Gravel is fine, AutoCAD SHX Text max. particle size: 2 inch; Fines: low

AutoCAD SHX Text plasticity, no dilatancy, Olive brown, (2.5

AutoCAD SHX Text Y 4/3), dry, no HCl reaction, AutoCAD SHX Text homogeneous

AutoCAD SHX Text Bottom of borehole at 8.0 feet.

AutoCAD SHX Text Bit Size and Type:

AutoCAD SHX Text

NA

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text New England Boring Contractors

AutoCAD SHX Text Driller:

AutoCAD SHX Text Benjamin R. Cross

AutoCAD SHX Text Date Started:

AutoCAD SHX Text 10/19/17

AutoCAD SHX Text Date Finished:

AutoCAD SHX Text 10/19/17

AutoCAD SHX Text Soil Drilling:

AutoCAD SHX Text

8.0 ft

AutoCAD SHX Text Rock Sampling:

AutoCAD SHX Text

0.0 ft

AutoCAD SHX Text Total Depth of Hole:

AutoCAD SHX Text

8.0 ft

AutoCAD SHX Text Elev. Top of Hole:

AutoCAD SHX Text +547.3 ft

AutoCAD SHX Text N Coordinate:

AutoCAD SHX Text 2940765 ft

AutoCAD SHX Text E Coordinate:

AutoCAD SHX Text 600632 ft

AutoCAD SHX Text Inclined

AutoCAD SHX Text Vertical

AutoCAD SHX Text Degrees from Vertical

AutoCAD SHX Text

AutoCAD SHX Text

GROUNDWATER OBSERVATIONS

AutoCAD SHX Text Drill Rig:

AutoCAD SHX Text Diedrich 50 Turbo- Truck

AutoCAD SHX Text Offset:

AutoCAD SHX Text

7.7 ft L

AutoCAD SHX Text Inspector:

AutoCAD SHX Text L. Daher

AutoCAD SHX Text No. of Undist. Samples:

AutoCAD SHX Text

AutoCAD SHX Text Total Number of Core Boxes:

AutoCAD SHX Text

AutoCAD SHX Text Direction of Hole

AutoCAD SHX Text Project:

AutoCAD SHX Text Rawson Hill Dam

AutoCAD SHX Text At Dry After 0 Hrs

AutoCAD SHX Text At Dry After 24 Hrs

AutoCAD SHX Text Elev. After 24 Hrs

AutoCAD SHX Text Drilling Fluid:

AutoCAD SHX Text

NA

AutoCAD SHX Text CME Sampler

AutoCAD SHX Text N/A

AutoCAD SHX Text Spoon Size:

AutoCAD SHX Text

3.0 " O.D.

AutoCAD SHX Text Hammer wt.:

AutoCAD SHX Text 300 lb

AutoCAD SHX Text Hammer Drop:

AutoCAD SHX Text

18.0 "

AutoCAD SHX Text Line & Station:

AutoCAD SHX Text 4+29.6

AutoCAD SHX Text Casing Size:

AutoCAD SHX Text

NA

AutoCAD SHX Text Purpose:

AutoCAD SHX Text Sample and lab test embankment fill and foundation soil

AutoCAD SHX Text Hole Termination:

AutoCAD SHX Text Could not advance augers.

AutoCAD SHX Text Hole Abandonment:

AutoCAD SHX Text Hole was tremie grouted after long-term water level monitoring.

AutoCAD SHX Text Drilling Method:

AutoCAD SHX Text Continuous split spoon sampling

AutoCAD SHX Text Additional Remarks:

AutoCAD SHX Text GF-1A is an offset of GF-1. GF-1A is located 3.0' North of GF-1

AutoCAD SHX Text Volume of borehole: 2.8 cubic foot. Five bags of cement used with a Water-to-cement ratios of 0.6 to 0.9 by weight and 2% bentonite by weight of

AutoCAD SHX Text water to grout GF-1 and GF-1A.

AutoCAD SHX Text Hollow Stem:

AutoCAD SHX Text

8.0" OD

AutoCAD SHX Text

4.25" ID

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text

GF-1

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USCS

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text

DRILLING LOG

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text Auger

AutoCAD SHX Text S-5

AutoCAD SHX Text S-6

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

0.0 - 8.0

AutoCAD SHX Text

8.0 - 10.0

AutoCAD SHX Text

10.0 - 12.0

AutoCAD SHX Text 539.4

AutoCAD SHX Text 12-20-31-34

AutoCAD SHX Text 12-21-20-13

AutoCAD SHX Text 0.0'-8.0' : Unsampled

AutoCAD SHX Text 8.0'-16.0': Silty SAND (SM) 26.8% gravel, AutoCAD SHX Text 45.7% sand, 27.6% fines. angular to

AutoCAD SHX Text subangular, hard, Gravel is fine to

AutoCAD SHX Text medium, max. particle size: 1 inch; Sand

AutoCAD SHX Text is fine to medium grained, subrounded to

AutoCAD SHX Text rounded; Fines: no to low plasticity, no

AutoCAD SHX Text dilatancy, Dark grayish brown, (2.5 Y

AutoCAD SHX Text 4/2), moist, homogeneous, core

AutoCAD SHX Text Bit Size and Type:

AutoCAD SHX Text

NA

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text New England Boring

AutoCAD SHX Text Driller:

AutoCAD SHX Text Mike/Walter

AutoCAD SHX Text Date Started:

AutoCAD SHX Text 10/19/17

AutoCAD SHX Text Date Finished:

AutoCAD SHX Text 10/20/17

AutoCAD SHX Text Soil Drilling:

AutoCAD SHX Text

28.0 ft

AutoCAD SHX Text Rock Sampling:

AutoCAD SHX Text

0.0 ft

AutoCAD SHX Text Total Depth of Hole:

AutoCAD SHX Text

36.0 ft

AutoCAD SHX Text Elev. Top of Hole:

AutoCAD SHX Text +547.4 ft

AutoCAD SHX Text N Coordinate:

AutoCAD SHX Text 2940762 ft

AutoCAD SHX Text E Coordinate:

AutoCAD SHX Text 600632 ft

AutoCAD SHX Text Inclined

AutoCAD SHX Text Vertical

AutoCAD SHX Text Degrees from Vertical

AutoCAD SHX Text

AutoCAD SHX Text

GROUNDWATER OBSERVATIONS

AutoCAD SHX Text Drill Rig:

AutoCAD SHX Text Diedrich 50 Turbo- Truck

AutoCAD SHX Text Offset:

AutoCAD SHX Text

7.5 ft L

AutoCAD SHX Text Inspector:

AutoCAD SHX Text L. Daher/D. Snyder

AutoCAD SHX Text No. of Undist. Samples:

AutoCAD SHX Text

AutoCAD SHX Text Total Number of Core Boxes:

AutoCAD SHX Text

AutoCAD SHX Text Direction of Hole

AutoCAD SHX Text Project:

AutoCAD SHX Text Rawson Hill Dam

AutoCAD SHX Text At 20.0 ft After 0 Hrs

AutoCAD SHX Text At 18.8 ft After 24 Hrs

AutoCAD SHX Text Elev. 528.6 ft After 24 Hrs

AutoCAD SHX Text Drilling Fluid:

AutoCAD SHX Text

NA

AutoCAD SHX Text CME Sampler

AutoCAD SHX Text N/A

AutoCAD SHX Text Spoon Size:

AutoCAD SHX Text

3.0 " O.D.

AutoCAD SHX Text Hammer wt.:

AutoCAD SHX Text 300 lb

AutoCAD SHX Text Hammer Drop:

AutoCAD SHX Text

18.0 "

AutoCAD SHX Text Line & Station:

AutoCAD SHX Text 4+32.6

AutoCAD SHX Text Casing Size:

AutoCAD SHX Text

NA

AutoCAD SHX Text Purpose:

AutoCAD SHX Text Sample and lab test embankment fill and foundation soil

AutoCAD SHX Text Hole Termination:

AutoCAD SHX Text 36.0' total depth

AutoCAD SHX Text Hole Abandonment:

AutoCAD SHX Text Hole was tremie grouted after long-term water level monitoring.

AutoCAD SHX Text Drilling Method:

AutoCAD SHX Text Continuous split spoon sampling

AutoCAD SHX Text Additional Remarks:

AutoCAD SHX Text GF-1A is an offset of GF-1. GF-1A is located 3.0' South of GF-1

AutoCAD SHX Text Volume of borehole: 12.6 cubic foot. Five bags of cement used with a Water-to-cement ratios of 0.6 to 0.9 by weight and 2%%% bentonite by weight

AutoCAD SHX Text of water to grout GF-1 and GF-1A.

AutoCAD SHX Text Hollow Stem:

AutoCAD SHX Text

8.0" OD

AutoCAD SHX Text

4.25" ID

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text

GF-1A

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USCS

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text

DRILLING LOG

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text S-7

AutoCAD SHX Text S-8

AutoCAD SHX Text S-9

AutoCAD SHX Text S-10

AutoCAD SHX Text S-11

AutoCAD SHX Text S-12

AutoCAD SHX Text S-13

AutoCAD SHX Text S-14

AutoCAD SHX Text Auger

AutoCAD SHX Text S-15

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.3

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

12.0 - 14.0

AutoCAD SHX Text

14.0 - 16.0

AutoCAD SHX Text

16.0 - 18.0

AutoCAD SHX Text

18.0 - 20.0

AutoCAD SHX Text

20.0 - 22.0

AutoCAD SHX Text

22.0 - 24.0

AutoCAD SHX Text

24.0 - 26.0

AutoCAD SHX Text

26.0 - 27.1

AutoCAD SHX Text

27.1 - 28.0

AutoCAD SHX Text

28.0 - 30.0

AutoCAD SHX Text 531.4

AutoCAD SHX Text 525.4

AutoCAD SHX Text 523.4

AutoCAD SHX Text P.P. = 1.5-2.0 tsf

AutoCAD SHX Text 16-19-28-24

AutoCAD SHX Text 22-24-43-52

AutoCAD SHX Text 27-25-21-18

AutoCAD SHX Text 18-20-23-23

AutoCAD SHX Text 84-51-40-30

AutoCAD SHX Text 22-22-22-22

AutoCAD SHX Text 16-38-95-76

AutoCAD SHX Text 39-72-100/0.1

AutoCAD SHX Text 29-60-50-53

AutoCAD SHX Text 16.0'-22.0': Silty SAND With Gravel (SM)

AutoCAD SHX Text 38.5% gravel, 45.1% sand, 16.4% fines.

AutoCAD SHX Text subangular, hard, Gravel is fine to

AutoCAD SHX Text coarse, max. particle size: 1.5 inch; Sand

AutoCAD SHX Text is fine to coarse grained, subangular to

AutoCAD SHX Text subrounded; Fines: no plasticity, Olive

AutoCAD SHX Text brown, (2.5 YR 4/3)

AutoCAD SHX Text 22.0'-24.0': Silty SAND (sm) 10% gravel, AutoCAD SHX Text 75% sand, 15% fines. subangular, hard, AutoCAD SHX Text Gravel is fine, max. particle size: 1 inch;

AutoCAD SHX Text Sand is fine to coarse grained, rounded;

AutoCAD SHX Text Fines: no plasticity, Olive brown, (2.5 YR

AutoCAD SHX Text 4/3), moist

AutoCAD SHX Text 24.0'-33.4': Silty SAND (sm) 10% gravel, AutoCAD SHX Text 50% sand, 40% fines. subrounded, hard, AutoCAD SHX Text Gravel is fine, max. particle size: 1 inch;

AutoCAD SHX Text Sand is fine to medium grained, AutoCAD SHX Text subangular to subrounded; Fines: low to

AutoCAD SHX Text medium plasticity, Dark greenish gray, AutoCAD SHX Text (GLEY1 4/1), moist

AutoCAD SHX Text S-16

AutoCAD SHX Text Auger

AutoCAD SHX Text S-17

AutoCAD SHX Text Auger

AutoCAD SHX Text S-18

AutoCAD SHX Text 0.4

AutoCAD SHX Text 1.6

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

30.0 - 30.4

AutoCAD SHX Text

30.4 - 32.0

AutoCAD SHX Text

32.0 - 33.7

AutoCAD SHX Text

33.7 - 34.0

AutoCAD SHX Text

34.0 - 36.0

AutoCAD SHX Text 514.0

AutoCAD SHX Text 513.6

AutoCAD SHX Text 511.4

AutoCAD SHX Text 33.7': end of day 10/20/2017 after

AutoCAD SHX Text S-17. Began drilling on 10/23/2017 at

AutoCAD SHX Text 08:15 by augering to 34.0' using

AutoCAD SHX Text different drill rig and new driller.

AutoCAD SHX Text Ground water table at 23.0'

AutoCAD SHX Text Auger grinding on cobble at 33.4'

AutoCAD SHX Text below ground surface.

AutoCAD SHX Text 36.0': terminated boring after S-18 as

AutoCAD SHX Text scheduled. Ground water table is at

AutoCAD SHX Text 20.0' below ground surface.

AutoCAD SHX Text 100/0.4

AutoCAD SHX Text 40-71-86-

AutoCAD SHX Text 100/0.2

AutoCAD SHX Text 58-34-48-38

AutoCAD SHX Text 33.4'-33.8': Granite Cobble

AutoCAD SHX Text 33.8'-36.0': Silty SAND With Gravel (sm)

AutoCAD SHX Text 25% gravel, 55% sand, 20% fines.

AutoCAD SHX Text subangular to subrounded, hard, Gravel

AutoCAD SHX Text is fine to coarse, max. particle size: 2.5

AutoCAD SHX Text inch; Sand is fine and coarse grained, AutoCAD SHX Text Fines: low to medium plasticity, Dark

AutoCAD SHX Text greenish gray, (GLEY1 4/1), moist, very

AutoCAD SHX Text little clay. cobble 34.0'-34.3'

AutoCAD SHX Text Bottom of borehole at 36.0 feet.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Bit Size and Type:

AutoCAD SHX Text

NA

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text New England Boring

AutoCAD SHX Text Driller:

AutoCAD SHX Text Mike/Walter

AutoCAD SHX Text Date Started:

AutoCAD SHX Text 10/19/17

AutoCAD SHX Text Date Finished:

AutoCAD SHX Text 10/20/17

AutoCAD SHX Text Soil Drilling:

AutoCAD SHX Text

28.0 ft

AutoCAD SHX Text Rock Sampling:

AutoCAD SHX Text

0.0 ft

AutoCAD SHX Text Total Depth of Hole:

AutoCAD SHX Text

36.0 ft

AutoCAD SHX Text Elev. Top of Hole:

AutoCAD SHX Text +547.4 ft

AutoCAD SHX Text N Coordinate:

AutoCAD SHX Text 2940762 ft

AutoCAD SHX Text E Coordinate:

AutoCAD SHX Text 600632 ft

AutoCAD SHX Text Inclined

AutoCAD SHX Text Vertical

AutoCAD SHX Text Degrees from Vertical

AutoCAD SHX Text

AutoCAD SHX Text

GROUNDWATER OBSERVATIONS

AutoCAD SHX Text Drill Rig:

AutoCAD SHX Text Diedrich 50 Turbo- Truck

AutoCAD SHX Text Offset:

AutoCAD SHX Text

7.5 ft L

AutoCAD SHX Text Inspector:

AutoCAD SHX Text L. Daher/D. Snyder

AutoCAD SHX Text No. of Undist. Samples:

AutoCAD SHX Text

AutoCAD SHX Text Total Number of Core Boxes:

AutoCAD SHX Text

AutoCAD SHX Text Direction of Hole

AutoCAD SHX Text Project:

AutoCAD SHX Text Rawson Hill Dam

AutoCAD SHX Text At 20.0 ft After 0 Hrs

AutoCAD SHX Text At 18.8 ft After 24 Hrs

AutoCAD SHX Text Elev. 528.6 ft After 24 Hrs

AutoCAD SHX Text Drilling Fluid:

AutoCAD SHX Text

NA

AutoCAD SHX Text CME Sampler

AutoCAD SHX Text N/A

AutoCAD SHX Text Spoon Size:

AutoCAD SHX Text

3.0 " O.D.

AutoCAD SHX Text Hammer wt.:

AutoCAD SHX Text 300 lb

AutoCAD SHX Text Hammer Drop:

AutoCAD SHX Text

18.0 "

AutoCAD SHX Text Line & Station:

AutoCAD SHX Text 4+32.6

AutoCAD SHX Text Casing Size:

AutoCAD SHX Text

NA

AutoCAD SHX Text Hollow Stem:

AutoCAD SHX Text

8.0" OD

AutoCAD SHX Text

4.25" ID

AutoCAD SHX Text

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text

GF-1A

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

USCS

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text

DRILLING LOG

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text

R I N

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L O

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C h e c k e d

A p p r o v e d

D r a w n

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Sheet of

File No.

Drawing No.

A p p r o v e d

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F i l e s R a w s o n

H i l l C

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S e t B

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F r o m h e r z

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D

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F L O

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D I N

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P

R O

J E

C T

W O

R C

E S

T E

R

C

O U

N T

Y

M

A S

S A

C H

U S

E T

T S

34 37

W C

H A

E E

F A

G L R

A U

G

A U

G

P G

S

X X

X X

X X

BORING LOG NO GF-2

BORING LOG NO GF-2 CONTINUED

BORING LOG NO GF-201

12FPC321R0016 Revised Attachment 2 - Drawings

AutoCAD SHX Text S-1

AutoCAD SHX Text S-2

AutoCAD SHX Text S-3

AutoCAD SHX Text S-4

AutoCAD SHX Text

ST-1

AutoCAD SHX Text S-5

AutoCAD SHX Text S-6

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

0.0 - 2.0

AutoCAD SHX Text

2.0 - 4.0

AutoCAD SHX Text

4.0 - 6.0

AutoCAD SHX Text

6.0 - 8.0

AutoCAD SHX Text

8.0 - 8.5

AutoCAD SHX Text

8.5 - 10.5

AutoCAD SHX Text

10.5 - 12.5

AutoCAD SHX Text 543.5

AutoCAD SHX Text Started on 10/17/2017

AutoCAD SHX Text 8.0' - Attempted a shelby tube. Tube

AutoCAD SHX Text clogged and damaged from bottom.

AutoCAD SHX Text 8.5' - Coarse gravel

AutoCAD SHX Text 3-8-12-22

AutoCAD SHX Text 16-16-14-13

AutoCAD SHX Text 11-9-15-15

AutoCAD SHX Text 16-15-11-16

AutoCAD SHX Text 11-13-12-12

AutoCAD SHX Text 7-13-12-15

AutoCAD SHX Text 0.0'-4.0': Sandy SILT With Gravel (ml)

AutoCAD SHX Text 15% gravel, 20% sand, 65% fines.

AutoCAD SHX Text subangular, hard, Gravel is fine and

AutoCAD SHX Text coarse, max. particle size: 2 inch; Sand is

AutoCAD SHX Text fine grained, rounded; Fines: no to low

AutoCAD SHX Text plasticity, no dilatancy, Olive brown, (2.5

AutoCAD SHX Text Y 4/3), dry, no HCl reaction, AutoCAD SHX Text homogeneous, shell fill, organic (includes

AutoCAD SHX Text roots)

AutoCAD SHX Text 4.0'-12.5': Silty Clayey SAND With Gravel

AutoCAD SHX Text (SC-SM) 19.9% gravel, 37.1% sand, AutoCAD SHX Text 42.9% fines. subangular, hard, Gravel is

AutoCAD SHX Text medium to coarse, max. particle size: 2

AutoCAD SHX Text inch; Sand is fine to medium grained, AutoCAD SHX Text subangular; Fines: medium plasticity, no

AutoCAD SHX Text dilatancy, Olive brown, (2.5 Y 4/3), moist, AutoCAD SHX Text no HCl reaction, homogeneous, shell fill

AutoCAD SHX Text Bit Size and Type:

AutoCAD SHX Text

NA

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text New England Boring Contractors

AutoCAD SHX Text Driller:

AutoCAD SHX Text Benjamin R. Cross

AutoCAD SHX Text Date Started:

AutoCAD SHX Text 10/17/17

AutoCAD SHX Text Date Finished:

AutoCAD SHX Text 10/18/17

AutoCAD SHX Text Soil Drilling:

AutoCAD SHX Text

36.3 ft

AutoCAD SHX Text Rock Sampling:

AutoCAD SHX Text

0.0 ft

AutoCAD SHX Text Total Depth of Hole:

AutoCAD SHX Text

36.3 ft

AutoCAD SHX Text Elev. Top of Hole:

AutoCAD SHX Text +547.5 ft

AutoCAD SHX Text N Coordinate:

AutoCAD SHX Text 2940848 ft

AutoCAD SHX Text E Coordinate:

AutoCAD SHX Text 600627 ft

AutoCAD SHX Text Inclined

AutoCAD SHX Text Vertical

AutoCAD SHX Text Degrees from Vertical

AutoCAD SHX Text

AutoCAD SHX Text

GROUNDWATER OBSERVATIONS

AutoCAD SHX Text Drill Rig:

AutoCAD SHX Text Mobile B53

AutoCAD SHX Text Offset:

AutoCAD SHX Text

7.4 ft L

AutoCAD SHX Text Inspector:

AutoCAD SHX Text L. Daher

AutoCAD SHX Text No. of Undist. Samples:

AutoCAD SHX Text

AutoCAD SHX Text Total Number of Core Boxes:

AutoCAD SHX Text

AutoCAD SHX Text Direction of Hole

AutoCAD SHX Text Project:

AutoCAD SHX Text Rawson Hill Dam

AutoCAD SHX Text At 14.9 ft After 24 Hrs

AutoCAD SHX Text At 13.9 ft After 0 Hrs

AutoCAD SHX Text Elev. 533.6 ft After

AutoCAD SHX Text 0 Hrs

AutoCAD SHX Text Drilling Fluid:

AutoCAD SHX Text

NA

AutoCAD SHX Text CME Sampler

AutoCAD SHX Text N/A

AutoCAD SHX Text Spoon Size:

AutoCAD SHX Text

3.0 " O.D.

AutoCAD SHX Text Hammer wt.:

AutoCAD SHX Text 300 lb

AutoCAD SHX Text Hammer Drop:

AutoCAD SHX Text

18.0 "

AutoCAD SHX Text Line & Station:

AutoCAD SHX Text 3+46

AutoCAD SHX Text Casing Size:

AutoCAD SHX Text

NA

AutoCAD SHX Text Hollow Stem:

AutoCAD SHX Text

8.0" OD

AutoCAD SHX Text

4.25" ID

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text

GF-2

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USCS

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text

DRILLING LOG

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text S-7

AutoCAD SHX Text S-8

AutoCAD SHX Text S-9

AutoCAD SHX Text S-10

AutoCAD SHX Text S-11

AutoCAD SHX Text S-12

AutoCAD SHX Text S-13

AutoCAD SHX Text S-14

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.4

AutoCAD SHX Text 1.3

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

12.5 - 14.5

AutoCAD SHX Text

14.5 - 16.5

AutoCAD SHX Text

16.5 - 18.5

AutoCAD SHX Text

18.5 - 20.5

AutoCAD SHX Text

20.5 - 22.5

AutoCAD SHX Text

22.5 - 24.5

AutoCAD SHX Text

24.5 - 26.5

AutoCAD SHX Text

26.5 - 28.5

AutoCAD SHX Text 535.0

AutoCAD SHX Text 531.0

AutoCAD SHX Text 529.0

AutoCAD SHX Text 527.0

AutoCAD SHX Text 523.0

AutoCAD SHX Text 520.5

AutoCAD SHX Text P.P. = 0.5 tsf

AutoCAD SHX Text 24.5' - End of day at 3:30 pm.

AutoCAD SHX Text Resumed on 10/18/2017.

AutoCAD SHX Text 12-13-12-9

AutoCAD SHX Text 9-14-17-17

AutoCAD SHX Text 27-27-21-67

AutoCAD SHX Text 51-73-20-13

AutoCAD SHX Text 8-11-11-11

AutoCAD SHX Text 7-12-13-16

AutoCAD SHX Text 10-11-8-12

AutoCAD SHX Text 12-22-18-19

AutoCAD SHX Text 12.5'-16.5': Silty SAND (SM) 9.3% gravel, AutoCAD SHX Text 42.7% sand, 48% fines. subangular, AutoCAD SHX Text hard, Gravel is fine, max. particle size:

AutoCAD SHX Text

0.5 inch; Sand is fine grained, rounded;

AutoCAD SHX Text Fines: no to low plasticity, no dilatancy, AutoCAD SHX Text Dark grayish brown, (2.5 Y 4/2), moist, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 16.5'-18.5': Poorly Graded SAND With

AutoCAD SHX Text Silt And Gravel (sp-sm) 20% gravel, 70%

AutoCAD SHX Text sand, 10% fines. subangular, hard, AutoCAD SHX Text Gravel is medium to coarse, max. particle

AutoCAD SHX Text size: 1.5 inch; Sand is fine to medium

AutoCAD SHX Text grained, subrounded to rounded; Fines:

AutoCAD SHX Text no plasticity, Olive brown, (2.5 Y 4/4), AutoCAD SHX Text moist, no HCl reaction, homogeneous

AutoCAD SHX Text 18.5'-20.5': Poorly Graded SAND With

AutoCAD SHX Text Silt And Gravel (sp-sm) 40% gravel, 50%

AutoCAD SHX Text sand, 10% fines. angular to subangular, AutoCAD SHX Text flat and elongated, hard, Gravel is fine to

AutoCAD SHX Text coarse, max. particle size: 3 inch; Sand is

AutoCAD SHX Text fine grained, rounded; Fines: no plasticity, AutoCAD SHX Text Olive brown, (2.5 Y 4/4), very moist, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 20.5'-24.5': Silty SAND With Gravel (SM)

AutoCAD SHX Text 16% gravel, 39.4% sand, 44.6% fines.

AutoCAD SHX Text max. particle size: 0.5 inch; Sand is fine

AutoCAD SHX Text grained, rounded; Fines: low to medium

AutoCAD SHX Text plasticity, no dilatancy, Light olive brown, AutoCAD SHX Text (2.5 Y 5/6), very moist, homogeneous

AutoCAD SHX Text 24.5'-27.0': Well-Graded SAND With Silt

AutoCAD SHX Text And Gravel (sp-sm) 20% gravel, 70%

AutoCAD SHX Text sand, 10% fines. subangular, hard, AutoCAD SHX Text Gravel is fine to coarse, max. particle

AutoCAD SHX Text size: 2 inch; Sand is fine to coarse

AutoCAD SHX Text grained, subangular to subrounded;

AutoCAD SHX Text Fines: no plasticity, medium dry strength.

AutoCAD SHX Text Olive brown, (2.5 Y 4/3), very moist, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 27.0'-36.3': Silty Clayey GRAVEL

AutoCAD SHX Text (GC-GM) 31.4% gravel, 30% sand, AutoCAD SHX Text 38.6% fines. subrounded, hard, Gravel is

AutoCAD SHX Text fine to coarse, max. particle size: 2.5

AutoCAD SHX Text inch; Sand is fine grained, subangular to

AutoCAD SHX Text subrounded; Fines: medium plasticity, AutoCAD SHX Text low to medium dry strength. no dilatancy, AutoCAD SHX Text low toughness. Very dark greenish gray, AutoCAD SHX Text (Gley 1 3/5G), moist, homogeneous

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Purpose:

AutoCAD SHX Text Sample and lab test embankment fill and foundation soil

AutoCAD SHX Text Hole Termination:

AutoCAD SHX Text 36.0' total depth

AutoCAD SHX Text Hole Abandonment:

AutoCAD SHX Text Hole was tremie grouted after long-term water level monitoring.

AutoCAD SHX Text Drilling Method:

AutoCAD SHX Text Continuous split spoon sampling

AutoCAD SHX Text Additional Remarks:

AutoCAD SHX Text Drilled at staked location.

AutoCAD SHX Text Volume of borehole: 12.7 cubic foot. Three bags of cement used with a Water-to-cement ratios of 0.6 to 0.9 by weight and 2% bentonite by

AutoCAD SHX Text weight of water.

AutoCAD SHX Text S-15

AutoCAD SHX Text S-16

AutoCAD SHX Text S-17

AutoCAD SHX Text S-18

AutoCAD SHX Text Auger

AutoCAD SHX Text S-19

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.2

AutoCAD SHX Text 0.7

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

28.5 - 30.5

AutoCAD SHX Text

30.5 - 32.5

AutoCAD SHX Text

32.5 - 34.5

AutoCAD SHX Text

34.5 - 35.2

AutoCAD SHX Text

35.2 - 36.0

AutoCAD SHX Text

36.0 - 36.3

AutoCAD SHX Text 511.2

AutoCAD SHX Text 34.5' - Auger refusal.

AutoCAD SHX Text 2-inch spoon with 140 lb. hammer

AutoCAD SHX Text was used on S-18.

AutoCAD SHX Text 8-24-22-16

AutoCAD SHX Text 12-19-20-21

AutoCAD SHX Text 21-34-37-100

AutoCAD SHX Text 28-50/0.2

AutoCAD SHX Text 100/0.3

AutoCAD SHX Text Bottom of borehole at 36.3 feet.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USCS

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text S-1

AutoCAD SHX Text S-2

AutoCAD SHX Text S-3

AutoCAD SHX Text S-4

AutoCAD SHX Text S-5

AutoCAD SHX Text S-6

AutoCAD SHX Text 1.8

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

0.0 - 2.0

AutoCAD SHX Text

2.0 - 4.0

AutoCAD SHX Text

4.0 - 6.0

AutoCAD SHX Text

6.0 - 8.0

AutoCAD SHX Text

8.0 - 10.0

AutoCAD SHX Text

10.0 - 12.0

AutoCAD SHX Text 542.7

AutoCAD SHX Text 540.7

AutoCAD SHX Text 539.2

AutoCAD SHX Text Started on 10/10/17 at 10:00 AM

AutoCAD SHX Text P.P. = 1.0 tsf

AutoCAD SHX Text P.P. = 2.3 tsf

AutoCAD SHX Text 8.5' - 10.0': Performed permeability

AutoCAD SHX Text test

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text 3-4-8-10

AutoCAD SHX Text 8-18-26-24

AutoCAD SHX Text 18-24-22-18

AutoCAD SHX Text 13-17-25-30

AutoCAD SHX Text 13-23-16-16

AutoCAD SHX Text 22-27-24-14

AutoCAD SHX Text 0.0'-0.5': SILT With Sand (ml)

AutoCAD SHX Text (TOPSOIL), 5% gravel, 20% sand, 75%

AutoCAD SHX Text fines. angular to subangular, hard, Gravel

AutoCAD SHX Text is fine, max. particle size: 1/2 inch; Fines:

AutoCAD SHX Text no plasticity, low dry strength. slow

AutoCAD SHX Text dilatancy, Dark brown, (10 YR 3/4), AutoCAD SHX Text damp, no HCl reaction, homogeneous

AutoCAD SHX Text 0.5'-2.5': Sandy SILT (ml) 10% gravel, AutoCAD SHX Text 35% sand, 55% fines. subangular, hard, AutoCAD SHX Text Gravel is fine to coarse, max. particle

AutoCAD SHX Text size: 1 inch; Sand is fine to coarse

AutoCAD SHX Text grained, rounded; Fines: no plasticity, low

AutoCAD SHX Text dry strength. Yellowish brown, (10 YR

AutoCAD SHX Text 5/6), damp, no HCl reaction, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 2.5'-4.0': Silty GRAVEL With Sand (gm)

AutoCAD SHX Text 50% gravel, 15% sand, 35% fines.

AutoCAD SHX Text subangular to subrounded, hard, Gravel

AutoCAD SHX Text is fine to coarse, max. particle size: 1.5

AutoCAD SHX Text inch; Sand is fine to coarse grained, AutoCAD SHX Text Fines: no plasticity, Yellowish brown, (10

AutoCAD SHX Text YR 5/6), damp, no HCl reaction

AutoCAD SHX Text

4.0'-13.5': WELL GRADED GRAVEL

AutoCAD SHX Text With Silt And Sand (GW-GM) 50%%% gravel, AutoCAD SHX Text 40.7%%% sand, 9.3%%% fines. subrounded, hard, AutoCAD SHX Text Gravel is fine to coarse, max. particle

AutoCAD SHX Text size: 1.5"; Sand is fine to medium

AutoCAD SHX Text grained, subangular to subrounded;

AutoCAD SHX Text Fines: no plasticity, Yellowish brown, (10

AutoCAD SHX Text YR 5/6), no HCl reaction

AutoCAD SHX Text 4.0'-8.0' - poorly graded

AutoCAD SHX Text 6.2'-6.4'- silt layer, non-low plasticity silt, AutoCAD SHX Text slow dilatency, P.P.=2.0

AutoCAD SHX Text 11.6'-12.0' - silt layer, low plasticity, AutoCAD SHX Text Bit Size and Type:

AutoCAD SHX Text

NA

AutoCAD SHX Text Drilling Agency:

AutoCAD SHX Text New England Boring Contractors

AutoCAD SHX Text Driller:

AutoCAD SHX Text Benjamin R. Cross

AutoCAD SHX Text Date Started:

AutoCAD SHX Text 10/10/17

AutoCAD SHX Text Date Finished:

AutoCAD SHX Text 10/11/17

AutoCAD SHX Text Soil Drilling:

AutoCAD SHX Text

32.0 ft

AutoCAD SHX Text Rock Sampling:

AutoCAD SHX Text

0.0 ft

AutoCAD SHX Text Total Depth of Hole:

AutoCAD SHX Text

32.0 ft

AutoCAD SHX Text Elev. Top of Hole:

AutoCAD SHX Text +543.2 ft

AutoCAD SHX Text N Coordinate:

AutoCAD SHX Text 2940978 ft

AutoCAD SHX Text E Coordinate:

AutoCAD SHX Text 600612 ft

AutoCAD SHX Text Inclined

AutoCAD SHX Text Vertical

AutoCAD SHX Text Degrees from Vertical

AutoCAD SHX Text

AutoCAD SHX Text

GROUNDWATER OBSERVATIONS

AutoCAD SHX Text Drill Rig:

AutoCAD SHX Text Mobile B53

AutoCAD SHX Text Offset:

AutoCAD SHX Text Inspector:

AutoCAD SHX Text L. Daher

AutoCAD SHX Text No. of Undist. Samples:

AutoCAD SHX Text

AutoCAD SHX Text Total Number of Core Boxes:

AutoCAD SHX Text

AutoCAD SHX Text Direction of Hole

AutoCAD SHX Text Project:

AutoCAD SHX Text Rawson Hill Dam

AutoCAD SHX Text At 8.9 ft After 0 Hrs

AutoCAD SHX Text At 10.5 ft After 24 Hrs

AutoCAD SHX Text Elev. 532.7 ft After

AutoCAD SHX Text 24 Hrs

AutoCAD SHX Text Drilling Fluid:

AutoCAD SHX Text

NA

AutoCAD SHX Text CME Sampler

AutoCAD SHX Text N/A

AutoCAD SHX Text Spoon Size:

AutoCAD SHX Text

3.0 " O.D.

AutoCAD SHX Text Hammer wt.:

AutoCAD SHX Text 300 lb

AutoCAD SHX Text Hammer Drop:

AutoCAD SHX Text

18.0 "

AutoCAD SHX Text Line & Station:

AutoCAD SHX Text 2+15.5

AutoCAD SHX Text Casing Size:

AutoCAD SHX Text

4.5 O.D.

AutoCAD SHX Text Hollow Stem:

AutoCAD SHX Text

NA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Hole Number:

AutoCAD SHX Text

GF-201

AutoCAD SHX Text Sample

AutoCAD SHX Text No.

AutoCAD SHX Text Rec.

AutoCAD SHX Text (ft.)

AutoCAD SHX Text Rec.

AutoCAD SHX Text

AutoCAD SHX Text Depth

AutoCAD SHX Text (Ft.)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

USCS

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text

DRILLING LOG

AutoCAD SHX Text Remarks

AutoCAD SHX Text Blows

AutoCAD SHX Text or RQD (%)

AutoCAD SHX Text Description Of Materials

AutoCAD SHX Text S-7

AutoCAD SHX Text S-8

AutoCAD SHX Text S-9

AutoCAD SHX Text S-10

AutoCAD SHX Text S-11

AutoCAD SHX Text S-12

AutoCAD SHX Text S-13

AutoCAD SHX Text Casing

AutoCAD SHX Text S-14

AutoCAD SHX Text S-15

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.3

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.5

AutoCAD SHX Text 1.1

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

12.0 - 14.0

AutoCAD SHX Text

14.0 - 16.0

AutoCAD SHX Text

16.0 - 18.0

AutoCAD SHX Text

18.0 - 20.0

AutoCAD SHX Text

20.0 - 22.0

AutoCAD SHX Text

22.0 - 24.0

AutoCAD SHX Text

24.0 - 25.4

AutoCAD SHX Text

25.4 - 26.0

AutoCAD SHX Text

26.0 - 28.0

AutoCAD SHX Text

28.0 - 30.0

AutoCAD SHX Text 529.7

AutoCAD SHX Text 527.2

AutoCAD SHX Text 521.2

AutoCAD SHX Text 519.2

AutoCAD SHX Text P.P. = 3.3 tsf

AutoCAD SHX Text 14.0'-18.0': Performed permeability

AutoCAD SHX Text test

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text 24.0'-25.4': Performed permeability

AutoCAD SHX Text test

AutoCAD SHX Text P.P. = >4.5 tsf

AutoCAD SHX Text 14-13-14-19

AutoCAD SHX Text 10-11-16-19

AutoCAD SHX Text 13-15-15-13

AutoCAD SHX Text 17-21-20-24

AutoCAD SHX Text 24-44-49-34

AutoCAD SHX Text 20-24-29-24

AutoCAD SHX Text 22-30-100/0.4

AutoCAD SHX Text 27-38-55-74

AutoCAD SHX Text 55-90-94-100

AutoCAD SHX Text mottling, 5 YR 5/2, olive gray and 5YR

AutoCAD SHX Text 5/6 yellowish red

AutoCAD SHX Text 13.5'-16.0': SILT (ml) 10% gravel, 90%

AutoCAD SHX Text fines. subangular to subrounded, hard, AutoCAD SHX Text Gravel is fine, max. particle size: 3/4";

AutoCAD SHX Text Fines: medium plasticity, no dilatancy, AutoCAD SHX Text medium toughness. Bluish gray, (Gley 2

AutoCAD SHX Text 5/10b), moist, no HCl reaction, AutoCAD SHX Text homogeneous

AutoCAD SHX Text 16.0'-22.0': Gravelly SILT (ml) 25%

AutoCAD SHX Text gravel, 10% sand, 65% fines. subangular

AutoCAD SHX Text to subrounded, hard, max. particle size:

AutoCAD SHX Text 1.5"; Fines: medium plasticity, no

AutoCAD SHX Text dilatancy, medium toughness.

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 .