09-B-0036 Lock Dam 1 Hole 0002.pdf

W81LJ892462328

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation Number W912HN-09-B-0036, Entitled Scour Hole Repair, Miscellaneous Paving and Boat Ramp Replacement, Lock & Dam No. 1, Cape Fear River, Bladen County, North Carolina is Amended as follow s:

1. The Date and Time for Bid Opening is changed from 15 December 2009 @ 2:00 PM Local Time to read 23 December 2009 @ 2:00 PM Local Time.

2. See Summary of Changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 09-Dec-2009

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912HN-09-B-0036

X 9B. DATED (SEE ITEM 11)

13-Nov-2009

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 Items 8 and 15, and returning 2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES T HE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. T HIS CHANGE ORDER IS ISSUED PURSUANT T O: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Dec-2009

CODE

U.S. ARMY ENGINEER DISTRICT SAVANNAH

ATTN: DANNY KISSAM

69 DARLINGTON AVENUE

910-251-4424 (FAX) 910-251-4454

WILMINGTON NC 28403

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN-09-B-0036

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 15-Dec-2009 02:00 PM to 23-Dec-2009 02:00 PM.

CLIN 0005

The CLIN extended description has changed from NORTH CAROLINA DOT CLASS B, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. to NORTH CAROLINA DOT CLASS B, IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL QUANTITIES ARE ESTIMATED..

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) Physical Conditions. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by borings, and by topographic and hydrographic surveys.

(b) Weather Conditions. Weather conditions are reported by the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA) Environmental Data Service, Asheville, North Carolina and information about weather condition is available through the following internet site:

http://www.ncdc.noaa.gov/oa/ncdc.html

(c) Transportation Facilities. NC Highway 87 serves the general area where the work will be performed.

(d) Location. The project site is located within Bladen County, in eastern North Carolina.

(e) Streamflow data for the Cape Fear River is available at the following internet site:

http://waterdata.usgs.gov/nc/nwis/current/?type=flow

(f) Subsurface Investigations. Drilling logs are provided in Appendix A.

(g) Condition of Channel. Controlling low water depths, at the time of the most recent survey, are shown on the drawings.

(End of clause)

(End of Summary of Changes)

Page of

PROJECT TABLE OF CONTENTS

Delete existing Page 1 in its entirety and replace with enclosed revised Page.

SECTION 32 12 17 – HOT MIX BITUMINOUS PAVEMENT

Delete existing Page 1 and Page 5 in their entirety and replace with enclosed revised Page 1 and Page 5 through Page 6.

APPENDIX

ADD APPENDIX A COVER and Enclosures in their entirety.

NOTE:

Text that is added or revised by this amendment is replaced in its entirety and underlined, highlighted in yellow, printed in bold and/or stamped appropriately.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Delete existing Plate Nos. P-2, P-7, and R-1 in their entirety and replace with enclosed revised Plates.

(End of Summary of Changes)

Encls As stated

Scour Hole Repair, Miscellaneous Paving & Boat Ramp W912HN-09-B-0036 Lock & Dam No. 1, Cape Fear River, Bladen County, NC

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 SOLICITATION CONTRACT FORM

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN

CONCRETE FOR CIVIL WORKS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 11 24.00 38 AGGREGATE BASE COURSE

32 12 10.00 38 BITUMINOUS PRIME COAT

32 12 10.01 38 BITUMINOUS TACK COAT

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 17 24.00 10 PAVEMENT MARKINGS

32 22 13.38 STONE

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 (Revised by Amendment No. 000 )

K7EPEOAF

Highlight

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 12 17

HOT MIX BITUMINOUS PAVEMENT

PART 1 GENERAL

1.1 REFERENCES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 REVISIONS TO NCDOT STANDARD SPECIFICATIONS

3.1.1 Section 609 - Quality Management System for Asphalt Pavements

3.1.1.1 Article 609-8 - Measurement and Payment

3.1.2 Section 610 - Asphalt Concrete Plant Mix Pavements

3.1.2.1 Article 610-3(B) Mix Design Criteria

3.1.2.2 Article 610-3(C) Job Mix Formula

3.1.2.3 Article 610-8 Spreading and Finishing

3.1.2.4 Article 610-13 Density Acceptance

3.1.2.5 Article 610-14 Maintenance

3.1.2.6 Article 610-15 Measurement and Payment

3.1.3 Section 620 Asphalt Binder for Plant Mix

3.1.3.1 Article 620-4 Measurement and Payment

3.2 REPAIR AREAS

3.2.1 Measurement and Payment

3.3 HERBICIDE

3.3.1 Herbicide Treatment

3.3.2 Measurement and Payment

3.4 PAVEMENT OVERLAY AREAS

3.4.1 Measurement and Payment

3.5 PAVEMENT WIDENER

3.5.1 Measurement and Payment

3.6 QUALITY CONTROL

-- End of Section Table of Contents --

SECTION 32 12 17 Page 1 (Revised by Amendment No. 0002) herbicide. All costs for labor, materials, equipment, tools, supplies and incidentals necessary for herbicide treatment will be included in the appropriate items listing in the bidding schedule.

3.4 PAVEMENT OVERLAY AREAS

Pavement overlay areas are shown on the drawings. Pavement repairs and the pavement widener shall be completed and approved by the Contracting Officer's Representative and all pavement areas cleaned prior to commencement of pavement overlay operations. A tack coat shall be applied to all surfaces in accordance with Section 32 12 10.01 38 BITUMINOUS TACK COAT prior to placement of the pavement overlay. The asphalt pavement overlay shall be Type SF-9.5A.

3.4.1 Measurement and Payment

Pavement overlay areas will be measured by the actual number of square yards of pavement installed and accepted. Such payment shall be complete compensation for all labor, materials, tools, equipment, supplies, etc., required to complete the pavement overlay. Payment for pavement overlay shall be included in the contract unit price bid for "Pavement Overlay" as listed in the BIDDING SCHEDULE.

3.5 PAVEMENT WIDENER

A pavement widener shall be provided at the up hill end of the concrete boat ramp as shown on the drawings. Subgrade shall be prepared in accordance with Section 31 00 00 EARTHWORK. Base course material shall be placed in accordance with Section 32 11 24.00 38 AGGREGATE BASE COURSE. A prime coat shall be applied in accordance with Section 32 12 10.00 38 BITUMINOUS PRIME COAT prior to placement of the bituminous concrete surface course.

3.5.1 Measurement and Payment

New pavement for the pavement widener will be measured by the actual number of square yards of pavement installed and accepted. Such payment shall be complete compensation for all labor, materials, tools, equipment, supplies, etc., required to complete the pavement widener. Payment for the pavement widener shall be included in the contract unit price for "Pavement Repairs" as listed in the bidding schedule.

3.6 QUALITY CONTROL

The Contractor shall establish and maintain quality control for all construction operations covered by this section to insure compliance with contract requirements and shall maintain required records of his quality control for all operations including but not limited to the following:

Asphalt concrete surface course materials meet specified requirements.

Asphalt concrete surface course compaction meets specified requirements.

Finished asphalt concrete surface course within allowable tolerance.

The Contractor shall provide labor, material, transportation, and equipment for sampling and testing. The Contractor shall follow AASHTO, NCDOT, and Corps of Engineers methods of sampling, and the Contracting Officer shall approve these samples before testing.

SECTION 32 12 17 Page 5

-- End of Section --

SECTION 32 12 17 Page 6

(ADDED by Amendment No. 0002)

APPENDIX A

DRILLING LOGS

NAH DISTRICT

B-1

(Drilling time, water loss, depth weathering, etc., if significant)

1.5 3.0

4.5 6.0

33 3 7.5 9.0

TRACE GRAVEL «0.25"0), TRACE

CLAY, TRACE SILT. TRACE ORGANICS.

DRY

• LITTLE SILT, TRACE ORGANICS,

SOFT, MOIST

7/4/3 N=7

2/213 N=5

111/1 N=2

MIXED MUD, CONTINUED DRILLING

WITH 8" FISHTAIL

2/211 N=3

MAR 71

DRILLING LOG (Cant

PROJECT

LOCK AND DAM #1

ELEVATION DEPTH

a b

JUN67

1836-A

CLASSIFICATION OF MATERIALS

FAT

,LITTLE SILT, TRACE ORGANICS,

SOFT, MOIST (continued)

SILTY, WET- - - - - - 107

r.RI=I=I\lI!=:IH.(';,RA • FINE TO COARSE~

TRACE CLAY. TRACE WOOD DEBRIS, NOT

LAMINATED

BOREHOLE TERMINATED AT 30.0 FEET

16.5

Hole No. B·1

N=4

SHEETS

18.0 WOHIWOHIWOH I

N=O

19.5

21.0 WOHIWOHIWOH

22.5

N=O

24.0 1/1/2

25.5

N=3

27.0 WOH/Z/6

28.5

N=8

30.0 8/15113 N 28

SOILS ARE VISUALLY FIELD

CLASSIFIED IN ACCORDANCE WITH

THE UNIFIED SOIL CLASSIFICATION

SYSTEM. NC =NOT COLLECTED

WOH = WEIGHT OF HAMMER

BORING POSITIONS AND

ELEVATIONS ARE APPROXIMATED

AND DAM #1

Hole No. B-2

DRILLING LOG

DIVISION INSTALLATION SHEET 1

SAVANNAH DISTRICT CAPE FEAR R. ABOVE WILMINGTON OF 2 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 4" AUGER, 8" FT, 1 3/8" SPL. SPN.

I-::-;:,LO;.;;C;:K;,..z.A~N:;D:...=D.;,.A::.:M~#...:.1-::7"-:-:--:-__________---111. DATUM FOR ELEVATION SHOWN (TBM or MSL) 2 LOCATION (Coordinates or Station) MSL

J-:-:":N",:3:..,4:.:,.4,.;..0;.:3:,.:9;,:;0:,:8",,,,.;..W.:....:..7.::;..8.;.=2;.::9..:..4.::;..08::..-__________--1 12 MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY FAILING 1500

I-:--.:::S~A:..:V~A:;,N:..:.N7.A,.::H~D:..:.'S.:::.T.:..:...:R:;.;IC::..T:.,-=._:___:_;_:_--------__;· 13. TOTAL NO. OVERBURDEN • DISTURBED

4. HOLE NO. (As shown on drawing title and : SAMPLES TAKEN 10 file number)

5. NAME OF DRILLER

J. HOVVLEY

8-2 14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

• UNDISTURBED

8.8

6. DIRECTION OF HOLE STARTED COMPLETED

16. DATE HOLE 6/2/2006 6/2/2006

(2J VERTICAL 0 INCLINED DEG. FROM VERT. ~----------=::.=:..::..:..::..::..___:-:----=:..:..=.=.::.::..::.-__I

17. ELEVATION TOP OF HOLE +13.0

7. THICKNESS OF OVERBURDEN > 30 FEET

1B. TOTAL CORE RECOVERY FOR BORING

I-B:.;..::D.::EP:...T;.:.H.:..;D:.;R.;;.IL:.:L=E.:.D,.::IN..:.,T.::O.::R..:.,O:..;C:.;.K:.,-_______-:-:O..:.;.O:-----1 19. GEOLOGIST

9. TOTAL DEPTH OF HOLE 30.0

ELEVATION DEPTH LEGEND

a b +13.0 0.0

CLASSIFICATION OF MATERIALS

(Description) d

(SM) TAN FINE TO COARSE SILTY SAND.

TRACE CLAY. TRACE ROOT DEBRIS.

MOIST

ENG FORM 1836 PREVIOUS EDITIONS ARE OBSOLETE.

MAR 71

RECOV

ERY

e

33 1 1.5

3.0 3/4/2

N=6

60 5 13.

PROJECT

LOCK AND DAM #1

HOLE NO.

B-2

(MH) BROWN ELASTIC SILT.

73 8

22.5 24.0

DRILLING LOG (Cont

AND DAM #1

ELEVATION DEPTH

a

CLASSIFICATION OF MATERIALS

(Description)

(CH) GRAY FAT CLAY, TRACE MEDIUM

SAND (continued)

1/1/2 . N = 3

1/3/3 N=6

(Drilling time, water /055, depth weathering, etc .• if significant)

TRACE ORGANICS, TRACE MICA, SOFT

TO

SAND. TRACE CLAY, TRACE

ORGANICS. TRACE MICA

BOREHOLE TERMINATED AT 30,0 FEET

1836-AJUN67

25.5 27.0

40 10 28.5 30.0

AND DAM #1

WOHl1/2 N=3

WOH/112

N=3

J '~<

1/312 N=5

5/10/10 N:: 20

SOILS ARE VISUALLY FIELD

CLASSIFIED IN ACCORDANCE WITH

THE UNIFIED SOIL CLASSIFICATION

SYSTEM. NC:: NOT COLLECTED

WOH =WEIGHT OF HAMMER

BORING POSITIONS AND

DRILLING LOG

MAR 71

DISTRICT

8-3

CLASSIFICATION OF MATERIALS

I , CLAY, TRACE FINE SAND. TRACE

ROOT DEBRIS

SAND, TRACE CLAY, TRACE

GRAVEL «0.2S"D), WET

MOTTLED WITH BROWN, TRACE

ORGANICS

LITTLE FINE SAND - - - - -

RECOV SAMPLE

ERY NO.

e f

1.S

3.0 9/S/8

4.S

N = 13

6.0 S/312

N=S

(Drilling lime, water loss, ciepth weathering, etc., if significant)

MIXED MUD, CONTINUED DRILLING

USING 8" FISHTAIL

7.S

9.0 WOHIWOH/2

10.S

N=2

12.0 WOH/212

N 4

LOCK AND DAM #1

DRILLING LOG (Cont

LOCK AND DAM #1

ELEVATION DEPTH

a b

1836·A

CLASSIFICATION OF MATERIALS

(Description) d

FAT CLAY, SOME SILT, TRACE

SOFT, WET (continued)

SOME FINE SAND - - - - -

GRAYISH BROWN. TRACE WOOD DEBRIS.

NO SAND

GREENISH-TAN-:-'fRACE COARSE GRAINS, NO CLAY. NO ORGANICS

BOREHOLE TERMINATED AT 30,0 FEET

16.5

Hole No. B-3

SHEETS

(Drilling time, water loss, depth weathering, etc., if significant)

WOH/1/1

N=2

18.0 WOHIWOH/1

19.5

N=1

21.0 WOHIWOHIWOH

22.5

N=O

24.0 1/1/2 N=3

25.5

27.0 2/2/3

28.5

N=5

30.0 9118/17 N= 35

SOILS ARE VISUALLY FIELD

CLASSIFIED IN ACCORDANCE WITH

THE UNIFIED SOIL CLASSIFICATION

SYSTEM. NC = NOT COLLECTED

WOH =WEIGHT OF HAMMER

BORING POSITIONS AND

DRILLING LOG NAH DISTRICT

8-4

RECOV- SAMPLE (Drilling time, water lass, depth weathering, etc., if significant)ERY NO.

e f

53 1 1.5

3.0 5/1 on

N = 17

4.5

6.0 2/1/1

N =2

MIXED MUD, CONTINUED DRILLING

USING 8" FISHTAIL

7.5

9.0 WOH/1/1

N=2

10.5

12.0 WOHI1I2

N=3

, LITTLE SILT, TRACE ORGANICS.

SOFT, MOIST

DRILLING LOG {Cont ..:"".0.t-1

LOCK AND DAM #1

ELEVATION DEPTH

a b

JUN67 183G·A

. UTTLE SILT. TRACE ORGANICS.

SOFT. MOIST (continued)

MEDIUM

SAND. TRACE CLAY. TRACE

ORGANICS

16.5

18.0 WOH/111

N=2

19.5

21.0 WOH/1/2

N=3

22.5

24.0 2/1/2

25.5

N=3

27.0 5/9/11

28.5

N= 20

30.0 12113/10 N= 23

BOREHOLE TERMINATED AT 30.0 FEET SOILS ARE VISUALLY FIELD

CLASSIFIED IN ACCORDANCE WITH

THE UNIFIED SOIL CLASSIFICATION

SYSTEM. NC =NOT COLLECTED

WOH =WEIGHT OF HAMMER

BORING POSITIONS AND

Hole No LD1V-OO-l

DRILLING LOG IDIVISION INST.....LATION JHEET 1

SOUTH ATLANTIC WILMINGTON DISTRICT OF 1 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 2-3/8" Vibracore LOCK & DAM 1 FISH PASSAGE 11. DATUM FOR ELEVATION SHOWN ITIl1I Of USU

2. LOCATION ICcordloot.. Dr Slotlon! Mean Seal Level (MSU NC Coord. (NAD83) E. 2213132 N. 238890 12. MANUfACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY Alpine Vibracore (CESAW - SNELL) Wilminqton District '13. TOT ..... NO. OF OVER .DlSTURBED ,UNDISTURBED

4. HOLE NO (As ._n 011 drawllY,l Ilti. BURDEN SAMPLES TAKEN 6 0 and fl/O flU_I lD1V-OO-l

14. TOT..... NUMBER CORE BOXES N/A

5. NAME OF DRILLER

Jerry Fulcher Crane Operator 15, ELEVATION GROUND WATER N/A

6. QlRECTiON OF HOLE i 16. DATE HOLE :STARTED .COMPLETED

18:1 VERTICAL 0 INCLINED DEG. FROM VERT .. 14 NOV 00 14 NOV 00

17. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNESS OF OVERBURDEN N/A 18. TOTAL CORE RECOVERY FOR BORING N/A 1.

S. DEPTH DRILLED INTO ROCK N/A 19. SIGNATURE oF INSPECTOR

9. TOTAL DEPTH OF HOLE 28.4' (8.5' of Water) Tam Child P.(.

LEGEND I CLASSIFICATION OF MATERI..... S 11. CORE BOX OR REMARKS

ELEVATION DEPTH RECOv- SAMPLE IDrllll1Y,l limo. wator 111$'. dop/h of

(M~U (ff1,etl (Description/ . ERY NO. _ferlng. d"- If .lgnlrlccl'Il c • . f .

0 - 0.0' to 8.5' Water NOTE: TOP OF HOLE is de

- r

- fined as surface of water. ~- and compensation is made - for the downstream pool I-

- elevation such that

- r

- TOP OF HOLE is 0.0 MSL. ~-

-: Data transcribed fram I-

- field log by Tong C. Haw. ~

NOTE: CHANGED SCALE r

8 - RIVER BOTTOM @ 8.5' JAR (!l 8.0' I-

- - r

8.5 = i --

-8.5 · . ~

- SP, Brown, poorly graded, med r - 1 ium to fine sand 1 VIBRACORE BORING r:.- · f-g:y- · 8.9' From 8.5' to 28.4' r - · ~- · · · SP as bove but grey ~ Run: 19.9' Rec: 9.9'

10 - I-- 2 Top of vibracore soil

..... - · · sample is logged as be ~- · · 11.1' i ginning at River Bottom. I--

II1I

When Run is greater than

- ML, Greenish-grey. sandy silt ~' r - 3

Recovery, the difference r

- 12.1' is depicted as sample

12 - ~ I-- . Not Recovered. :~- · · · SP, Grey, poorly graded. med

= · ium sand r

- · f=

- · 13.5' ~- · I--- · 4 r 14 ~ r· · · i- r

- ::.\ 14.0' f:: · . f: ~ · . . 15.0' · I-- · · SP as above but brown. med ~

: r · ium ta caarse f:- · · 5 16 - · ~ I-- · · f:- · - · · I-

-: · r· 17.5' I 17.7' ..... -

I111

ML. Greenish-gray silt with r- - f=18 -: sand and rock fragments 6 18.4' --,-gy r

- Not Recovered f:- NOTE: CHANGED SCALE r- r:.- tI:l 20.0': -- ~ 20 ~ r

NOTE: Hole terminated r- r - as necessary for con- r

= vience. predetermined ~

- depth. or assumed vibra- I-- ~- core refusal.

-28.4 28.4 _ f=- BOTTOM OF HOLE i) 28.4' - I- r- ..... - NOTE: Soils field classified I- I-- in accordance with the Unified .....- Soil Classification System. I- ..... -

I r- r- r - r -, I ~I J

ENG FORM1836 PREVIOUS EDiTIONS ARE OBSOLETE. PROJECT LOCK & DAM 1 IHOLE NO.

MAR FISH ROCK LADDER LD1V-00-1 71

Hole No LD1V-OO-2 'DIViSION

DRILLING LOG , SOUTI.{ ATL.ANTIC

I·~STALLATION

; WILMINGTON DIS~RICT

[SHEET 1

Jo~ 1 SH£E-:-S

1. PROJECT I'D. SIZE AND TYPE OF BIT 2-.3/8" Vibracore I-->=.L",O-"C::..K~&!-!O"-M,-,AtC!!v1--:.1..cF--,I",S,-,H-,-P..!.A.:;:S,-,S",A..;.:G,,,E=-___~_~-111. OATUM FOR ELEVATiON SHOWN (fa" or IlSU

•. LOCATION ICoordlMl.. or Srallonl Mean Seal Level (MSL) I--.:..;N-=C'-"C""'o'-'o""r...:;d:.:..--'(:..;N"-A"'O:.;,8:..:3"")'-=E:.... ..:2:=2:...:1=..3-,,15,,-",,-._.;..N",-'.-=2",3",8",8._4.:...;::..3--j12. MANUFACTURER'S DESIONATION OF DRILL

3. O~h~~~r~nCYOistrict Alpine V,brocore (CESAW - SNELL)

13. TOTAL NO. OF OVER ,DISTURBED ,Ut-iDISTURSEO

4. ~ZL~I/~~u~ri'oNn 01) drawlr>g till. L01V-OO- 2 BURDEN SAMPLES TAKEN 3 0

5. NI'ME OF DRILLER 14. TOTAL NUMBER CORE BOXES NI A

Jerry Fulcher Crane Operator 15. ELEVATION GROUND WATER NI A

6. DIRECTiON Of Ho:.E 1,6. DAT£ HOLE 'STARTED ,COMPLETED ~ VERTiCAL 0 INCliNED DEG. FROM VERT. : ' 14 NOV 00 14 NOV 00

------ 117. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNESS Of CVERBURDEN NI A 18. TOTAL CORE RECOVERY ,OR BORING N/A

/-B_._D_E_PT_H_DR_IL_LE_D_IN_TO_R_O_CK_'-'N"-/..:.A.:...-________-I19. SIGNATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE 28.0' (13.4' of Water) Tom Child P.E.

ELEVATION: DEPTH I LEGEND I CLASSIFICATiON OF MATERIALS (M~Ll • (fe"eU! < IDesa~ptJt""

REMARKS

IOrllllr>g 11_ wofer 10$5. rkpIh of weatherlr>g, etc; If SIf}fllflaanfJ

! 0: 0.0' ta 13.4' Water

NOTE: TOP OF HOLE is de fined as surface af water, -and compensation is mode for ~he downs~ream pool elevation such that TOP OF HOLE is 0.0 MSL. -= Da~a ~ranscribed from

: f:eld log b~ Tong C. how.

_ NOTE; CHANGED SCALE

13 -= I RIVER BOTTOM til 13.4' _JA_R til~ -

-13.4 13.4+-..,.-.:-r------------+--f--+----------t

- • SP. Brown, poorly graded sand , I

- • 1

15 -= . . . ~ ,.------------, -

:. • VIBRACORE BORING I

-. • • From 13.4' ta 28.0' t-= .'.. 16.2' to 16.4' Wood Run: 14.6' Rec: 10.1' I= :. '. Top af vibracare soil ~

16.9' sample is logged as be- l

17 -: .... ' GP-SP, Poorly graded. fine : '. • gravel with coarse poorly-= '. . graded sand

19 -= ..... - . -- '. -= '.'-

21 _ .... ' 21.2'

: SM, Greenish-grey, silty, fine sand----

I ginning at River Bottom. ~ ~ When Run is greater than t ! 2 I-Recovery, the difference 1-1- ~ is depicted as sample

Not Recovered. I ~ L----------------~t_ t

23 -= - 23.5'\

--28.0 28.0_ j

=J

Nat Recovered

BOTTOM OF HOLE til28.0'

NOTE: Soils field classified in accorciance with the Unified Soil Classification System.

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLETE.

NOTE: CHANGED SCALE

til 25.0'

NOTE; Hole terminated as necessary for con v:ence, predetermined depth, or assumed vibra core refusal.

iPROJECT LOCK &: DAM 1 iHOLE NO.

hlAR 71 FISH ROCK LADDER LD1V-OO-2

Hole No LDlV-OO-3 liNST,>LLATION ISHEET 1DRILLING LOG j WILMINGTON DISTRICT 10F 1 SHEETS

1 PROJECT 10. SIZE AND TYPE OF SIT 2-3/8" Vibracore I-_L"-O"-"'C'-'K'---'&'---'O"'Ac.;;M""'--'.'-'.F...:.!""S'-H'-'-P-'.A..:oS"'S"'Ac.;;G"-E=-_____-jll. DATUM FOR ELEVATION SHOWN ,T811 or IISU

2. LOCATION ICccrdll><lfes or Slatlon! Mean S~vei~ J---,NC!C!!"-.!oC",o,""o'-Cr~d,,-.-,(,."NC'-A",D",8,-,.3",),--,=E.'-. .=2",2,-,1",3",2'-'.19"--,-,N",,,.,:2-=3",8",8",9:...4'---<12. MANUF ACTURER'S OES:GNATION OF ORI,-l

J. DRILLING AGENCY ;.~ine Yibracore (CESAW - SNEll ) J---""W"'-ilm'--in"'lQ"-t""0""n.:....;:O""i"':::._"'tr.c.;ic=-t'--__________-j13. TOTA!. "'0. OF OVER .DISTURBED ,UNDISTURBED

4. HOLE NO. lAs sfD.o'n on drawlt>; /ltle BURDEN S ..... PLES TMEN o or<! file ~I LD1V-QQ-]

14. TOT A!. NUMBER CORE BOXES N/A

5. NAME OF DRILLER

Jerry C:-ulcher Crane O:Jerator '15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 'STARTED ,COMPLETED

16. DATE HOLE '4 NOY 00 14 NOV 00

(8J VERTlCA!. 0 INCLINED I

DEG. FROM VERT. 1-7.-E-L--EV-A-T-10-'-T-O-P-O-F~H-O"':LE'-'--'--'-O=-.':"O-=M""S'-L---'-'-'-"':":"::":"--":':::--I1-,

7. THICKNESS OF OVER8URDEN "JI A

16. TOTA!. CORE RECOvERY FOR 80RING NI A

1-8::.:.-'O:.:E-'PT__H_DR_IL-''-_£D~IN_T_O_R_O_C_K__'N:.!.I_'A.2..__________1i19. SIGNATURE OF INSPECTOR

9. TOT A!. DEPTH OF HOLE 40.5' (26.0' of Water) Tom Child P.E.

REMARKSr, CORE: 1 80X OR ICLASSIFlCATlON OF MATERIA!.S RECOV- SAMPLE 10rllllt>; time, wafer lOSS. deprh ofE\.EVATION DEPTH I LEGEND IDescrIp/kmi ERY NO. 'Keatf'61ng. uc.., If significant)(M$U (fe,.etl e e • , NOTE: TOP OF HOLE is de 0.0' to 26.0' Watero = fined as surface of water, - and compensation is made - for the downstream pOOl =-elevation such thot TOP OF HOLE ,S 0.0 MSL.= - -- Dota transcribed from i: -field log by Tong C. How. -...., NOTE: CHANGED SCALE t-

III 26.0' l= t l-RIVER BOTTOM III 26.0' JAR t:

-26.0 26.8_ l " "' i' 'Wood, no soil t: =~ 26.8' . 27.0' ~ r--- ,-----------, I- -= . . . S°, Brown, poarly graded, fine 1 VI8RACORE BORING l-to medium sand -_. .. I 27.5' From 26.0' to 40.5' 1=

28'-::' • Run; 14.5' Rec: 14.5' l=- . - . . Top of vibracore sail t:I

-. • 28.8' sample is logged as be- I= .-::. .... h Wood mixed with sand ginning at River Bottom. I = 29.1' When Run is greater than t:

- • SP, as above , 300' Recovery, the difference I

30 -.::. ." •• ~ is depicted as sample I- j .. , 2 , Not Recovered. 1= ~ ---------- l-' .... '

I=-= t:: t:

I l=-= - . . . I- t-. .

36"': • =- . ---- . -- ..- ... =--- =3sl·" = r-

NOTE: Hare terminated =as necessary for con ri : . : .: with roc~ fragment. looks like vience, predetermined f-depth, or assumed vibra40 -3 . : .: 'I riprap at Lock and Dam =core refusal. -

40.5 -,' • ,-40.5 BOTTOM OF HOLE III 40.5' t:

NOTE: Soils field classified ~ in accardance with the Unified I -Soil Classification System.I 1 -

PROJfCT LOCK & DAM 1 iHOLE '0.

MAR 71 FISH ROCK LADDER LD1Y-OO-3

ENG FORM1836 PREVIOUS EDmONS ARE OBSOLETE.

Hole No. LD1V-OO-4

IOIVISION ISHEET 1DRILLING LOG I SOUTH ATLANTIC

ENG FORM 1836 PREVIOUS EDITlONS ARE OBSOLETE. PROJECT LOCK & DAM 1 IHOLE NO.

I INSTAlLATION

WILMINGTON DISTRICT 10F 1 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 2-3/8" Vibracore

I-......:L"'O""Co:.K'--'&"-'D=:.;..'Ao:.M:.......:1...:F"'I-"'Sc..H'-'-P..;.A..:::S"-'S"'AC-'G""E=-_____--Ill. DATUt.I FOR ELEVATION SHOWN ITSII or IISU

2. LOCATION (Coord/nat... or StatlMI Mean Seal Level (MSL l I--'-'N.:::C'-'C"'o"'o"'F-'d"-....;("-N""A""D""8"'3"'lW:Ec...-"2,-,2=-!1.:::3",2""3",,3,--...:N~.,-2=3,,,8.:::8,,,5co2'-i12. t.lANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY AlPine Vibracore (CESAW - SNELU Wiiminqton District

13. TOTAL NO. OF OVER·

BURDEN SAt.lPLES T/>KEN

,DISTURBED

,UNDISTURBED

o4. HOLE NO. (As stoNn on drl1N("9 title iJfId file rumrer) LD1V-00-4

14. TOTAL NUt.lBER CORE BOXES

5. NAt.lE or DRILLER N/A Jerrv Fulcher Crone Ooerotor 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE I 'STARTED ,COMPLETED

16. DATE HOLE '14 NOV 00 14 NOV 00[8J VERTICAL 0 INCLINED _______ DEG. FROM VERT. I-------~-'-'-'-'-"-'--"'-"---'-"--'-'""-'---"'-"-j

17. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNESS OF OVERBURDEN NI A 18. TOTAL CORE RECOVERY FOR BORING NI A

1-8_._0_E_PT_H_DR_IL_L_ED_IN_T_0_R_O_C_K-'.N:.:.I-'A-'-_______----i19. SIGNATURE OF' lNSPECTOR

9. TOTAL DEPTH OF HOLE 44.7' (31.9' of Water Tom Child P.E.

ELEVATION

(M$U

-31. 9

-44.7

REt.lARKS

OEPTH

(fE1,etl

LEGEND CLASSIFICATION OF MATERIALS

lDeller/fIIM)

7. CORE BOX OR

RECDV· SAt.lPLE

ERY NO.

• I

(DrIilI"9 tIme. lNaIar l/JSs, dop/h of ",_1"9. otc.lf s/tJn/ftconil o :

0.0' to 31.9' Water NOTE: TOP OF HOLE is de fined as surface of water.

and compensation is made for the downstream pool elevation such that TOP OF HOLE is 0.0 MSL.

Data transcribed from field log by Tong C. How.

NOTE: CHANGED SCALE

31 -= ill 31.0'

31.9_ •

33 -= .

35 -= ..- .

RIVER BOTTOM ill 31.9'

SP, Brown, poorly graded sand

: .. 'I' 37 -= .', . , }------- 37.0'

39 -, , ,-= . , : ., .. .

Trace of shells

:: • 'Drier

.-= '... 'I

41 - , •-. . .- , 40.3'

41.6'

JAR

i ,,---------------~ t_

• 1 VIBRACORE BORING ~

~ From 31.9' to 44.7' ~

Run: 12.8' Rec: 9.7' ~

Top of vibracore soil I-sample is logged as be ginning at River Bottom.

Recovery, the dijference is depicted as sample

When Run is greater than

, Not Recovered.

l-

I=- 1=

36.9' ----------1= ~ I='" ~ 1=

I=- 1= 1=r:-

I ~i I 3

-= Not Recovered ~

43-= t- : I-

- 1=

- 1=

44.~:r-~r----------------+--+----r-----------~t- BOTTOM OF HOLE ill 44.7' NOTE: Hole terminated I

: as necessary for con- 1= : vience, predetermined t depth, or assumed vibra- f---= NOTE: Soils field ciassified core refusal. r : in accordance with the Unified r

-= Soil Classification System. ~ = ~ I-

MAR 71 FISH ROCK LADDER LD1V-OO-4

Hole No LD1V-OO-5

IDIVISION INSTALLATION ISHEET 1

DRILLING LOG J SOUTH ATLANTIC WILMINGTON DISTRICT 10F 1 SHEETS

1. PROJECT 10. SIZE /'ND TYPE OF BIT 2-3/8" Vibracore l-_L~O-=Cc.;K'-'&'--lD",A<..:M!!!...-,l-,F-,I:!.S",H,-,-P.:..A",S~S,,-,AC!:G::::;E=-_____---;'l1. DATUM fOR ELEVATION SHOWN crBIi or IISU

2. LOCATION (Ce«dlnates '" S/(I/lonJ Mean Seal Level (MSLl I-_N'-'-"'C--"C"'o'-'0"'r..,d"'...:(.:.;N"'AD""--'S""3"");.....=E.:.. ."2",2,-,1.:::3",2,,,9e;:7_..:N.:.;.c..2=3.:::8.::.9,::;6.::5'---i12. M,6JIUFACTURER'S DESIGNATION Of DRILL

3. DRILLING AGENCY Alpine Vibracare (CESAW - SNELl) Wilminqton District

13. TOTAL NO. OF OVER- ,DISTURBED ,UNDISTURBEO

4. HOLE NO. lAs .trwn Of) dr_11lI} title BURDEN SAMPLES TAKEN ° o and m._rJ LD1V-OO-5 14. TOTAL NUMBER CORE BOXES NI A

5 NAME OF DRILLER

Jerry Fulcher Crane Qperator 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 16. DATE HOLE 'STARTED ,COMPLETED

~ VERTICAL 0 INCLINED _______ DEG. FROM VERT. 1--______~'--'1...:.4-'-N'-'O'-V"-::.0,::;0_-'-..:.1...:.4-'-N'-'O'-V""_,::;O_=0'__l

17. ELEVATION TOP OF HOLE 0,0 MSL

7. THICKNESS Of OVERBURDEN NI A 18. TOTAL CORE RECOVERY FOR BORING NIA

J-B_.....OC...__PT_H_DR_IL....L_ED_IN_TO_R_0_CK_.:..N:.cI.:..A-"-________-I19. SIGNATURE Of INSPECTOR

9. TOTAL DEPTH Of HOLE 16.2' <10.6' of Water) Tom Child P.E.

Ix CORE IBOX OR REMARKS DEPTH LEGEND CLASSIFIC=,pt9:"1MATERIALS RECOV- SAMPLE IDrllllng II.... worer loss, depth ofELEVATION

(fEbetl , d i E~Y ! N~. _"'rlng,~1f 'f(lfllflCX3lllI(M~L) o - 0.0' to 10.6' Water NOTE: TOP OF HOLE is de

- fined as surface of water.

- and corrpensot ion is mode

-= for the downstream poo I

- elevation such that : TOP OF HOLE is 0.0 MSL.

-= Data transer i bed fr am

- field log by Tong C. How.

: NOTE: CHANGED SCALE

10 -: RIVER BOTTOM ~ 10.6' I _1!:!_1_0_.0_'

I- Ii= I-:

r-i= I= i= I-r

-10.6 10.6 -~--~-----------------------+----~---I--------------------;!-

12 -=_

14 -=

16-=

Not Recovered

VIBRACORE BORING

From 10,6' to 16,2' Run: 5.6' Ree: 0.0'

Top of vibrocore soil sample is logged as be ginning at River Bottom.

When Run is greater than Recovery, the difference is depicted as sample

INot Recovered.

I

I I-i= I-:

' t r i= I-i= I:= I-i= i I- I ~

I= -16.2 16.2 _-I-----I------------------------~--~-----I---------------------i-I-

_ BOTTOM OF HOLE (\) 16.2' NOTE: Hole terminated I

- as necessary for con- I-= vience, predetermined := : depth, or assumed vibra- i= _ core refusal. I

-= :=- I : i=

__ : I-I

- I-

-= :=: i=

-3 l= I-j ~

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLETE. IPROJECT LOCK 8. DAM 1 IHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-00-5

http:L_ED_IN_TO_R_0_CK_.:..N:.cI

Hole No L01V-OO-SA DRILLING LOG IOIVISION INS7 Al.LATION I~HEET 1

SOUTH ATLANTIC WILMINGTON DISTRICT Of 1 SHEETS

1 PROJtCT '10, SIZE AND TYPt or BIT 2-3/8" Vibrocore LOCK & DAM 1 FISH PASSAGE '11. DATUM fOR ELEVATION SHOWN rrsu or usu

2 LOCATION (Coordl",,;es or Stallonl i Mean Seal level (MSl) NC Coord. (NAD83) E. 2213289 N. 238962 12. MANur ACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY Alpine Vibracore (CESAW - SNELl) Wilminoton District

13. TOTAI. NO. OF OVER ,DISTURBED ,UNDISTUR8ED

4. HOLE NO. (As ._n on drawln<) title SURDEN SAMPLES TAKEN 0 0 of<! file OOII>berJ LD1V-00-5A

14. TOTAL NUMSER CORE BOXES N/A

5. NAME OF DRILLER

Jerrv Fulcher Crone Operator 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 16. DATE HOLE :STARTED ,COMPLETED

b!:J VERTICAL 0 INCLINEO OEG. FROM VERT. 14 NOV 00 14 NOV 00

17. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNESS Of OVERBURDEN N/A 18, TOTAL CORE RECOVERY FOR BORING N/A X

8. OEPTH DRILLED INTO ROCK N/A 19, SIGNATURE OF INSPECTOR

9, TOTAL DEPTH OF HOLE 18.3' (12,0' of Water) Tom Child P.E.

DEPTH! ILEGEND I CLASSIFICATION Of MATERIALS ~E%g~~ ! ~~per! REMARKS ELEVATION IDrlll/fI(} tI.... water loss. dopIh rJf

(M~L) (f'1.etl , • lOescrl¢/ooJ ERY NO. wcatl'erln<). *;If slgnlflfXJflfJ

• . I

0 - 0.0' to 12.0' Water NOTE: TOP OF HOLE is de

- fined as su,face of wate,. -

- and compensation is made-- far the downst,eam pool -- elevation such that -- TOP OF HOLE is 0.0 MSL. --

....: Data t,ansc,ibed f,om -

- field log by Tong C. How.

- NOTE: CHANGED SCALE -

-- @ 1~ -

- -- RIVER BOTTOM Il) 12.0'

-12.0 12 -

- Not Recovered- -

-- -- VIBRACORE BORING --

: From 12.0' to 18.3' -

14 - Run: 6,3' Rec: 0.0' - -- Top of vibracore soil-- sample is logged as be -- ginning at River Bottom.

: When Run is greater than - Recovery, the difference --

16 - . is depicted as sample -- I Not Recovered. --

18 ....: - -18.3 18.3 :

- BOTTOM OF HOLE til 18.3' -

- NOTE: Hole terminated- ::- as necessary for con

- vience. predetermined-

- depth. or assumed vibra -- core refusal. --- -- -- -- -

J

- i -- I --

ENG FORM1836 PREVIOUS EDITIONS ARE OSSOLETE. PROJECT LOCK 8< DAM 1 IHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-00-5A

Hole No. LD1V-OO-58 IDIVISION INSTAlLATION ISHEET 1DRILLING LOG I SOUTH ATLANTIC I WILMINGTON DISTRICT 10F 1 SHEETS

1. PROJECT 1'0. SIZE AND TYPE OF BIT 2-3/S" Vibracore"--___-I l--",l""O~C,,-K,-,..:&~O:!.A~M---!.1_"F..:I:=:S'_'H'_'_P.;.A.:.::S"'S"_'A..::G~E"________Il1. DATUM FOR ELEVATION SHOWN (TBJI or JlS/J

2. LOCATION (C(Xydll¥Jt~ or StollcnJ Mean Seal Level (MSL)

_-'.N""C"-C",-=.o,,,o,-rd:::..,--",(N..:.;A-"O,,-S=3.:,.).;;,E""....::2=.;2::..1'"'3"'2:;.:S""S"--_Nc.;.:... ..,2""3",8",9",6,,,,9'---112. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY AIDine Vibracore (CESAW - SNELl)

I-~W~il""m""i,-!n=gto~n.!-!O"_,i.::.s!.!tr...!.ic"'"tL___.......______._ __,, 13. TOTAL NO. Of OVER- ,DISTURBED ,UNDISTURBED

4. ~/eHII~~rflrWn OIl dr""I"'J tltl<J LDW-DO-58 I aURDEN SAMPLES TAKEN 0 o

14. TOTAl NUMBER CORE BOXES NI A

5. NAME Of DRILLER

Jerry Fulcher Crane Operator 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 16. DATE HOLE 'STARTED ,COMPLETED

~ VERTICAL DINCLlNED DEG. FROM VERT. f-______~'-.!1_"4---"N'-'OLV"_"'O"'0__'..:......_'1...!.4_'_N'_'O::...V"_"'O""0'__i

17. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNESS OF OVERBURDEN NI A 18. TOTAL CORE RECOvERY FOR BORING NI A

..B_._D_E_PT_H_DR_IL_L_ED_IN_T_O_R_O_CK_"-N:.:./-'.A:..-________..,19. SIGNATURE OF INSPECTOR

9. TOTAl DEPTH OF HOLE 16.5' (10.9' of Water) Tom Child P.E.

X CORE BOX OR REMARKS

ELEVATION DEPTH LEGEND CLASSIFlC~1f9~/IATERIAlS REeOV- SAMPLE IDrlllllYJ tim.. "at.r Joss. dlllJ/h ofI(M;;U (f~etl • • E~Y Nf· WfIt1IferllYJ.'''''/' slgnfflCOfltJ' o - 0.0' to 10.9' Water NOTE: TOP OF HOLE is de- r

- fined as sur-face of water-. r

- and corrpensotion is made ~-= for- tt'le downstr-eom pool r

- elevation such that !

: TOP OF HOLE is 0.0 MSL. ~ -= Doto tr-anscribed from ~

- field log by Tong C. How. r

: NOTE: CHANGED SCALE ~

-10.9 10.9...:"J---+-----------t--1--t----------I:.f : Not Recovered t

12 -= - ,----------.........., t f

: VIBRACORE BORING ;::

- From 10.9' to 16.5' c-= Run: 5.6' Rec: 0.0' ~ : Top of vibracore soil ;:

: sample is logged as be- ;:

14 -: ginning at River Bottom. :

- When Run is greater than : Recovery, the difference t

-- is depicted as sample -_ : Not Recovered. Ic-_._ L.__________________-"_

16 -: ::-

-16.5 16.5 _"'1---I-------------+---+--+-----------I~·•••-= BOTTOM OF HOLE @ 16.5' NOTE: Hole terminated '=

- as necessary for con- '- : vience, predetermined =_-= depth, or assumed vibra- _ _ core refusal. r

-- r

- ! - r

I - - -= l-e

=- r ' -- r I

- - r --- r c I

: -- r -- t -

I

ENG FORM 1836 PREVIOUS EDITIONS ARE OBSOLETE. ipROJECT LOCK 8< DAM 1 iHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-OO-5B

-l Hole No LDW-OO-6

DRILLING LOG !OIVISION INSTALLATlON I~HEET 1

SOUTH ATLANTIC WILMINGTON DISTRICT OF 1 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 2-3/8" Vibracore LOCK 8< DAM 1 FISH PASSAGE 11. DATUM FOR ELEVATION SHOWN !T811 or IISU

2. LOCATION leocrdlllOl.., « STatlonl Mean Seol Level (MSU NC Coord. (NAD83) E. 2213325 N.238917 12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY Alpine Vibracore (CESAW - SNELLl WilminQton District

13. TOTAL NO. Of OVER ,DISTURBED ,UNDISTURBED

4. HOLE NO. (As slnNn on drrHI11¥J fill< , BURDEN SAt.APLES TMEN 3 0 and fJle lMJm/.)(!r) LD1V-OO-6

14. TOT At. NUMBER CORE BOXES N/A

5. NAt.AE Of DRILLER Jerry Fulcher Crane Qperator 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 16. DATE HOLE 'ST ARTED ,COMPLETED

I8J VERTICAl 0 INCLINED DEG. FROM VERT. 14 NOV 00 , 14 NOV 00

17. ELEVATION TOP Of HOLE 0.0 MSL

7. THICKNESS Of OVERBURDEN N/A 18. TOTAl CORE RECOVERY FOR BORING N/A l

8. DEPTH DRILLED INTO ROCK N/A 19. SIGNATURE Of INSPECTOR

9. TOTAl DEPTH OF HOLE 39.1' <31.7' of Water) Tom Child P.E.

I LEGEND! CLASSIFICATION OF MATERiAlS l CORE BOX OR REMARKS

ELEVATION DEPTH RECOV SAt.APLE (DrIllII¥J 11/111), wafer loss, depth '"

(M$Ll ( fE;,et) (Oescrlp/llJl'l! ERY NO. wf)O/lrfll¥J. tlfc. If sl!lfl1(lccotl , d . , •

0 - 0.0' to 31. 7' Water NOTE: TOP OF HOLE is de -- fined as surface of water. r- and compensation is mode - .-::.. -for the downstream pool -

- elevation such that -- TOP OF HOLE is 0.0 MSL. -- -- Data transcribed from -

- ::- field log by Tong C. Haw.

- NOTE: CHANGED SCALE -- -- III 31.0' -

31 -

RIVER BOTTOM I!! 31.7'

: JAR -- -- -

-31.7 31.7 - . -

- . . . SP. Poorly graded sand 32.2' 1 - 32.2"'. -- ML. Grey, fine, sondy silt with :-- sand

' i

33 - ::- 2 I VIBRACORE BORING- -- ·33.5' , From 31.7' to 39.1' -- ~. Run: 7.4' Rec: 2.9' -- 34.1' ,.

ML drier 3 -

- 34.6' Top of vibracore soil - 1 34.6, -

35 .-::.. Not Recovered sample is logged as be =- ginning at River Bottom. -- When Run is greater thon :- Recovery, the difference.-::.. -is depicted as sample - : Not Recovered. --- -- -

37 - ::-- ,...

39 - - -39.1 39.1 -

OF HOLE I!! 39.1' :- BOTTOM NOTE: Hole terminated: -as necessary for con -- vience, predetermined -- -- NOTE: Soils field Classified depth, or assumed vibra -

: core refusal. -in accordance with the Unified -- Soil Classification System. ::-- -- '

- -- ;:-- f- t-

- f- "" - '- f-- f- -f-

ENG FORM1836 PREVIOUS EllITIONS ARE OBSOLETE. PROJECT LOCK 8c DAM 1 iHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-OO-6

Hole No. LD1V -00-7

DRILLING LOG IDIVISION IINSTAlLATION I~HEET 1

SOUTH ATLANTIC WILMINGTON DISTRICT OF 1 SHEETS

1. PROJECT 10. SIZE AND TYPE OF BIT 2-3/8" Vibracore LOCK 8< DAM 1 FISH PASSAGE 11. DATUM FOR ELEVATION SHOWN (ffJlI or IISU

2 LOCATION fCoordloo1es or Statllml I Mean Seal Level (MSL) NC Coord, (NAD83) E. 2213342 N. 238999

1'2 MANUFACTURER'S DESIGNATION OF DRill

3. DRILLING AGENCY Alpine Vibracore (CESAW - SNELL)

Wilmir}Qton District 1'3. TOTAl NO. OF OVER ,DISTURBED ,UNDISTURBED

4. HOLE NO. (As slrNln on drONlf'19 title BURDEN SAMPLES TAKEN 0 0 and file numberl , LD1V-00-7

'14. TOTAl NUt.!BER CORE BOXES

5. N,lME OF DRILLER

N/A Jerry Fulcher Crane Operator IS. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE 16. DATE HOLE :STARTED ,COMPLETED

!8:1 VERTICAl 0 1NCl./NED DEG. fROM VERT. '4 NOV 00 , 14 NOV 00

17, ELEVATION TOP OF HOLE 0,0 MSL

7, THICKNESS OF OVERBURDEN N/A 18. TOTAl CORE RECOVERY FOR BORING N/A /.

8. DEPTH DRILLED INTO ROCK N/A 19. SIGNATURE OF INSPECTOR

9. TOTAl DEPTH OF HOLE 9.8' (3." of Water) Tom Child P.E.

CLASSIFICATION OF MATERiAlS 11 CORE BOX OR I REMARKS ELEVATION DEPTH ~EGEND RECOV SAMP~E (Orllllr>;; time. 1>'(J/fJ( los., depth or (M~L) (fe,.etJ

(Ducrlpllanl : ERY NO. r woafhUlr>;;. etr:.. If slgnlflcantl c • . , ° - 0,0' to 3," Water NOTE: TOP OF HOLE is de !

- fined as surface of water. r- and compensation is mode r- for the downstream pool !

- ~- elevation such that

- TOP OF HOLE is 0.0 MSL. r - r- Data transcribed from !

-: f-field log by Tong C. How. ~- NOTE: CHANGED SCALE:

i1.! 3.0' ~ -: f-- r- RIVER BOTTOM o 3," r

-3.1 3.1 - r- Not Recovered r ~ r

- -- VIBRACORE BORING !

: From 3.1' to 9.8' ~ - '

5 - Run: 6,7' Rec: 0.0' -- !- Top of vibrocore soil ~-- sample is logged as be '

- ginning at River Bottom. ~-- When Run is greater than r

- Recovery, the difference

7 - is depicted as sample -- Not Recovered. !- i ~ - r- r

- f

- r : r r 9 ..::. ~

98 - !

-9.8 f- BOTTOM OF HOLE Ii! 9.8' NOTE: Hole terminated- ~- as necessary for con- vience, predetermined !- r- depth, or assumed vibra f- core refusal. !- ~-- r - i-- !- !- r

- !- f : r

!- r - r- f- ~-- r -= r-f- ~-- !- ~-- !

r f-r

I I r- f- r- !- !- r

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLET£. PROJECT LOCK & DAM 1 IHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-00-7

Hole No LD1Y-OO-7A iINS~ALLAT'ON ISHEET 1

WILMINGTON DISTR!CT 10f 1 SnEETS

1. PROJECT ,'0. SIZE "'0 TYPE Of BIT 2.-~' ~e_

1--=.,-r""'.J""C"-K,---,&"-,D""A,-,M,,,--,-l-,-F-,-IS,,,,",H~P,,-A:.::S:.::S::.:.A,,,G::.:E=--_____-jl1. DATUM fOR [LEVArION SHOWN (TaM or USL!

2. LOCATION ICoerdlMfes or Stallen, Mean Seal Level (MSl) I-_~,-,j=-C--"C",o:..:o:.;,r..;:d:.:.,...;(""N"-A=D..;:8",3",)_E,,-,-,.=2.=2,",1""3""3,,,3",,,5_,,-N~.__2~3,-8=-9=-8=8-, 12, M,ANUf ACTVRER'S DESICNAnON or DRILL

3. DRILLING AGENCY Alpine Vibrocore (CESAW - SNELl) Wilminqton District 13. TOTAL NO, or OVER' ,D'STURBEO

., HOLE NO. lAs ._" llI> drlMlnt;} fllle BURDEN SAMPLES TAl<EN 0 I _~a~M~(~fI~e~"U~~~r~I____________~JLJQ:1lY~S!!9t']~'i____~I~ru~~M'I ' -14. TOTAL NUMBER CORE SOXES NI A

5 NAME OF DRILLER

Jerr:y Fulcher Crone Operqtor 15. ELEVATIOW GROUND WATER NI A

6. DIRECTION OF HOLE :,6, DATE HOLl: :STt4TE~jQV 00 ~ VERTiCAL 0 INCLINED _____~____ DEC. fROM VERT. ~ i

17. ELEVATION TOP OF HOLE 0. ° ~SL

,UNDISTURBED

o

,COMPLETED

14 NOV~

7. THICKNESS Of OVERSURD!;N NI A lB. TOTAL CORE RECOVERY FOR BORING NI A )-B_,_D_E_PT_H_DR_iL_L_EO__iN_T_O_R_O_CK_.:.N:.;./..:,A"-_________..,'19. SIGNATURE OF INSPECTOR

9, TOTAL DEPTH Of HOLl: 13.9' (6.9' of Water) Tom Child PE.

ELEVATION I DEPTH , lEGEND I (M~U ,(fe;,etl , CL ASSlflCATION Of MATERIALS lOeserlplluN

Y. CORE

RECOV·

ERY

BOX OR I REMARKS

SAMPLE IDrllllrq limo. _fIT 1056, dept" 0(

NO. weatlr:rlng. oJa. If sigrtlflcanJl

-6,9

-13,9 o = O,Q'to 6.9' Water

RIVER BOTTOM IQ 6,9'

6 1 f·

NOTE: TOP OF HOLE is de fined os surfaoe of water, and compensotion is mode for the downstreqm pOol elevation such that TOP OF HOLE is 0.0 M$L.

Oato trcnscribed from field log by Tong C. How.

NOTE: CH.A.NGED SCALE

~ 6,0'

= 6.9 __1---~-----------------------r--~r---~-------------------;-r-

- Not Recovered

- r-

8~ ~ :: VIBRACORE BORING r : From 6,9'to 13.9'

-: Run: 7,0' Ree: 0,0'

: Top of vibrqcore soil ',0 ~ sample is logged as De

_ ginning at River Bottom.

- When Run is greoter than : Recovery, the difference

- is depicted as sample t- : : Not Recovered, 1=

12 ~ I= : 1=

- I-

: I ~ - ~ 13.9_1L----~----------------------~--~----~--------------------,rt_

- BOTTOM OF HOLE ~ 13.9' NOTE: Hole terminoted i

- qS necessary for con' l i

- vience, predetermined §-~ depth, or assumed vibro :

core refusqL

- I= = ~ - I ~ I=

- I

- r

- I

ENG FORM1836 PREVIOUS EDITIONS ARE OBSOLETE, IPROJECT LOCK 8< DAM 1 IHOLE NO.

MAR 71 FISH ROCK LADDER LD1V-00-7A

L

Hole No. LD1V-OO-8 DRILLING LOG \DIVISION \INSTALLATlON \~HEET 1

SOUTH ATLANTIC WILMINGTON DISTRICT OF 1 SHEETS

1. PROJEC, i10. SIZE AND TYPE OF BIT 2-3/8" Vibracore

LOCK & DAM 1 FISH PASSAGE '11. DATUM FOR ELEVATION SHOWN rrall or US/.)

2. LOCATiON (Coordinates or Station! i Mean Seal Level (MSU

NC Coord. (NAD83) E. 2213385 N. 238950 112. MANUFACTURER'S DESIGNATiON OF CRILL

3. DRILLING AGENCY 1 AlPine Vibracore (CESAW - SNELU

Wilmington District , 113. TOTAL NO. OF OVER' ,DISTURBED ,UNDISTURBED

4. HOLE NO. lAs s/DNn Of> dr_lnt} 1/fI, aURDEN SAMPLES TAKEN 4 0

GOO rife fiIJI1)/)erl LD1V-OO-B

'14. TOTAL NUMBER CORE BOXES N/A

5. NAME OF DRILLER J:15. ELEVATION GROUND WATERJerrv Fulcher Crane Ooerator N/A

6. DIRECTION OF HOLE '15. DATE HOLE 'ST ARTEO ,COMPLETED

f8l VERTICAL 0 INCLINED DEO. FROM VERT. 14 NOV 00 14 NOV 00

17. ELEVATION TOP OF HOLE 0.0 MSL

7. THICKNE SS OF OVERBURDEN N/A lB. TOTAL CORE RECOVERY FOR BORING N/A (.

B. DEPTH DRILLED INTO ROCK N/A '19. SIGNATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE 25.4' (7.2' of Water) I Tom Child P.E.

ELEVATION! DEPTH CL ASSIFIC ATION OF MATERIALS Ir. CORE BOX OR REMARKS LEGEND RECOV· SAMPLE {Drmlnt} tim waror lOSS. depth of

(M~Ll (fe;,et) IDescrlptlon! ERY NO. _terl"", eJc. Ir !SI9f1IflcorrlJ c • f -'

0 - 0.0' to 7.2' Water NOTE: TOP OF HOLE is de f : fined as surface of wa~er. f-and compensa~ion is made ~ ....: for ~he downs~ream pool f- elevation such that ~- TOP OF HOLE is 0.0 MSL.- f

- Oato transcribed from f

- f- field log by Tong C. How. f

- NOTE: CHANGED SCALE f- RIVER BOTTOM f

7 - ~ 7.2' JAR f- - ~ 7.0' f-I -7.2 7.2 _

77' I f

- MH, Elastic, grey silt, wet

~ ~- 1- f- r--s.y f

- f

9 ....: f- 9.4' VIBRACORE BORING f

· . f

- · 0 · SP, Brown, poorly graded, From 7.2' to 25.4' ~-- . medium sand, trace of silt Run: 1B.2' Rec: 8.0' f

- f· 0 0 f- 0 Tap of vibracare soil- f- · 0 · sample is logged as be- r 11 -= · 0 r-!!L ginning at River Bottom. f

· 0 f. - · 2 When Run is greater than r- 0

'11."7' Recovery. the difference f- 0 I:-= 0 . · is depicted os sample f

~ · 12.6' i Not Recovered. f

~o 0 0 f-o • SP as above but light grey I 13 t-o 0 0 and fine ~ ~. 0 0 ~ f-o •

3 I f-f

15.1' hT2" f- I-j'" f-o • IOL. Block organic silt with L ~15 • • 0 wood 15.2' f-f.J L:J f...., Not Recovered f

15.2' f-f-f-f

"1 f f

17 f- NOTE: CHANGED SCALE f

~~ f fo f-f-f-f22-:j f-f-j f-f....I f- f

-25.4 25.4_ ~ - BOTTOM OF HOLE I!) 25.4' NOTE: Hole terminated f- as necessary for con- f- f : vience, predetermined f-depth, or assumed vibra f- f- core refusal. f- f

3 f-f

- ~ - f- f- f : f-f-

ENG FORM1835 PREVIOUS EDiTiONS ARE OBSOLE TE. PROJECT LOCK & DAM 1 iHOLE NO.

MAR 71 FISH ROCK LADDER L01V-00-8

Hole No. L01V-OO 9 ShEETIINSTALLATIONWILMJ~GTON O'STRCTDRILLING LOG

1 SHEE TS

PROJECT SIZE AND TYPE OF 81T ~..J. 3/8' Vlbracar~~~~_~~

LOCK &< DAM 1 FISH OASSAG~E"'-______-I'l. DATUM 'OR ELEVATION SHOWN ITaM or ~SLJ Mean Seal Level ;v\SLl

4 HOLE NO, (As sfl:1.vn on draw/,'lf,) title 000 (IIift number)

6 DIRECTION OF HOLE

!;s';J VERTICAL 0 INCLINED _

7~ TH,CKNESS OF OV£RBURDEN NI A

8 DEPTh DRILLED INTO ROCK

N~ 238857 eox OR

ELEVATION DEPTI1 S~6LE

~__(_M~$_L_)~(_f~~e_t~)~~~~-----------~------------i-~-'~--~--------~--~------~ o 0,0' to 41.4' Water fined as surface of water and corrpensot; 1 s maGe for it"'le dDwnSTream DOO I elevation such that TOP OF HG_E is D.C MSL, JotG +ronscr:bed from field t by Tong C. How.

NOTE SCALE

JAR41

~41~4 41.4 -i---:-::----r------------t--+--f-----------t SP, Poarly graded. brown sand with gravel 41. 7'

SM, Greenish-grey, s;lIy sand with shel:s4

BORING

From 41.4' to 49,9' Run: 8~5' Ree: 8~5'

Top of vibracare sample IS logged as be'

45 ginning at River Bottam, 'When Run ,5 greater tho,., I'

Recovery~ the difference depicted as sampie

Not Recovered, 4 7 ~ 3'

~49~9 49~ NOTE: Hole termina ted os necessary lor con v;ence, predetermined

SM as above but with block organic materiai

NOTE: Soils Fe!d clossified dept~, or ossIJ'ned v'b((J' in acco'dance with he Unified core refusal Soil Ciasslficatior' System, PROJEC LOCK &: DAM

MAR 71 FISH ROCK LADDER LD1V'OO-9

ENG FORM1836 PREVIOUS m;TlONS ARE OBSOLETE.

Hole No. LD1V-OO-10 DRILLING LOG !DIVISION INST ALLATION j~HEET 1

SOUTH ATi..ANTIC WILMINGTON DiSTRICT OF 1 SHEETS

1. PROJECT 10, SIZE AND TYPE OF BIT 2-3/8" Vibracore

LOCK So: DAM 1 FiSH PASSAGE 11, "ATUM FOR ELEVATION SHOWN eTeM or !.ISU

2. LOCATION ICoorolOO/IIS or Statl",,; Mean Seal Level (MSl)

NC Coord, (NAD83l E, 2213396 N. 238777 12. MANUF ACTURER'$ DESIGNAT:ON OF DR:LL 3, DRILLING AGENCY Alpine Vibracore (CESAW - SNELLl

Wilminqton District

"-,13. TOTI>L NO. OF OVER ,DISTURBED .UNDISTURBED

4. HOLE: NO. (As slnNn ~ drOlKfrr; flUe I BURDEN S!<MPLES TAKEN 4 , 0000 flit IlUl1lber) LD1V-OO-1O

14. TOT I>L NUMBER CORE BOXES N/A5, N!<ME OF DRILLER

Jerr,v Fulcher Crane Operator ~ 15. ELEVATION GROUND WATER N/A

6. DIRECTION OF HOLE '16, CATE HOLE 'STARTED ,COMPLETEO

!8:! VERTICAL 0 INCLINED wEG, FROM VERT. 14 NOV 00 14 NOV 00

17. ELEVATION TOP OF HOLE 0.0 MSL

7, THICKNESS Of OVERBURDEN N/A 18. TOTI>L CORE RECOVERY FOR BORING N/A Z

8. DEPTH DRILLED INTO ROCK N/A 19. SIGNATURE Of INSPECTOR

9. TOTAL DEPTH OF HOLE 44.0' (33,7' of Water) Tom Child P.E, DEPTH I LE CLASSIFICATION OF MATERIALS !z CORE

BOX OR'

REMARKS

ELEVATION GEND I RECOY- SAAiPLE (Drilling lime. watOf' Ioos. dopIh of

(M~U (f~etll li>escrlptlDllI ERY NO, -"'ring, etc. If sl9f1lflCfJIlfJ , • . , •

0 - 0,0' t033,7" Woter NOTE: TOP GF HOLE is de- r- fined os surface of WOTer, r- ond compensaTion is mode r- for The downSTream Dool f:-:: elevation such thot r- TOP OF HOLE is 0.0 MSL. r- r- oato transcribed from f=-- field log by Tong C. How. r- NOTE: CHANGED SCALE r- r 33 .-:

RIVER BOTTOM e:l 33.7' JAR f!:l 33.0' f:- r- - r

-33,7 33.7 _ .

SP, Sand with shell f:- . . . 1 34 .2 ' - 34.2' Rock fragment r- . . 1 f:- 1 34 .7 ,35 - SM. Greenish-grey, silty sand f=-= with shells VIBRACORE BORING r- r- From .33.7' to 44,0' r-

Run: 10.3' Rec: 10.3' f=-= r : Top of vibracore soil r

37 - sample is logged as be- f=-:: ginning at River Bottom. r : fEZ

When Run is greoter than

- 2 Recovery, the difference

- . is depicted as sample I- ~ i Not Recovered. If:: I r

- f= j r-

I- r-- r

41 -= I : SM as above but siltier

41.7'- t- -- 42.2' 3 --j42.2': -- MH-SM, Plastic silt with pockets ' i -- ~ - 43 .:::.

of silty sand, gree~sh-gray 4 -- 43:2' :: - -44.0 44." -

- BOTTOM OF HOLE til 44,0' NOTE: Hale terminated - : as necessary for con :

- vience. predetermined =-- NOTE: Soils field classified depth, or assumeD vibro r : in accordonce with the Unified core refusal. :

-- Soil Classification System, f:- r- r : r

- r:- f:-- f:-- I- I- r- t-

I

- r:-- f:

I : I

I r- IPROJECT LOCK iHOLE NO, MAR 71 FISH ROCK LADDER LD1V-OQ-10

ENG FORM1836 PREYIOUS EDITIONS ARE OBSOLETE. & DAM 1

Hole No. LD1V-QQ-11

DRILLING LOG IDIVISION INSTAlLATION I~H££T 1 SOUTH ATLANTIC WILMINGTON DISTRICT or 1 SHEETS

1. PROJECT 10. SIZE AND TYPE Of BIT 2-3/8" Vibracore LOCK 8< DAM 1 FISH PASSAGE n. DATUM FOR ELEVATION SHOWN (Tell or IISU

2. LOCATION ICCi)I'dlnafas or Station) Mean Seol Level (MSLl NC Coord. (NAD83) E. 2213428 N. 238733 12. MANur ACTURER'S DESIGNATiON OF DRILL

3. DRILLING AGENCY Alpine Yibracore (CESAW - SNELL> Wilminoton District 13. TOTAl NO. Of OVER' ,DISTURBED ,UNDISTURBED

4. HOLE NO. (As ./n¥" OIl drl>Nlng mi. BURDEN SAMPLES TAKEN 3 0oro 01< /JJ/TW! LD1V-00-11

14. TOTAL NUMBER CORE BOXES N/A

5. NAME OF DRILLER

Jerrv Fulcher Crane Operator 15. ELEVATION GROUND WATER N/A

6. DIRECTION or HOLE '16. DATE HOLE :STARTED ,COMPLETED i8l VERTICAL 0 INCLINED DEG. FROM VERT. 14 NOY 00 14 NOV 00

17. ELEVATION TOP Of HOLE 0.0 MSL

7. THICKNESS Of OVERBURDEN N/A 18. TOTAl CORE RECOVERY fOR BORING N/A {.

8. DEPTH ORllLED INTO ROCK N/A 1'9.