Lower Granite survey info_LLA-V-101-22X34.pdf

PDF 2 MB Posted

Attached to
LLA/LMA Stilling Basin Sediment Removal Federal contract opportunity
Solicitation number
W912EF24B0002
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

This document is a multibeam bathymetric survey report for the Lower Granite Stilling Basin on the Snake River in Oregon, Washington, and Idaho. The survey was conducted by David Evans and Associates, Inc. Marine Services Division on December 13, 2021. The report provides detailed contour maps and elevation data for the stilling basin area, including the spillway, trunnion bridge, and non-overflow sections. Key information includes: the horizontal datum is the Lower Granite Dam construction baseline, the vertical datum is the National Geodetic Vertical Datum of 1929, the water surface elevation ranged from 634.8 to 635.1 feet, and the minimum operating pool elevation is 633.0 feet. The survey was performed using a Teledyne RESON SEABAT T50P multibeam sonar system and Applanix POS/MV 320 positioning and motion reference system. The report certifies that the data was collected and processed under the direction of a registered professional land surveyor in the State of Washington.

View the file

Other files for this federal contract opportunity

Other files attached to LLA/LMA Stilling Basin Sediment Removal, newest first.
File Type Posted
Bid Abstract_W912EF24B0002.pdf PDF
Site Visit Attendees W912EF24B0002_Redacted.pdf PDF
LLA Stilling Basin Info_amd 0003_SITE-C-S3.pdf PDF
W912EF24B0002 Amendment 0003.pdf PDF
TECHSPECS_24B0002_amd0002_24Sep24.pdf PDF
W912EF24B0002 Amendment 0002.pdf PDF
Lower Monumental survey info_LMV-HP001.pdf PDF
W912EF24B0002 Amendment 0001.pdf PDF
Techspec_24B0002_30Jul24.pdf PDF
24B0002_Plans_V1.pdf PDF
24B0002_Plans_V2.pdf PDF
W912EF24B0002 Solicitation.pdf PDF
Show all 12

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

.6

.7

566.0

566.3

566.8

567.2

567.9 +

567.9

568.5

569.0

569.1

569.6

570.5

572.2

572.3

572.3

573.7

574.0

.5

574.7

575.3

576.6

577.8

577.8

578.0

578.0

578.0

578.3

.5

.5

578.5

578.6

.8

+ 578.8

578.8

578.9

578.9

578.9

579.0

579.0

579.0

579.0 +

579.0

.0

579.0

.1

579.1

579.1

579.1

579.1

.1

579.1

+ 579.2

.2

579.2

.2

579.2

579.3

579.3

+5 .3 +

579.3

+ 579.3

+ 579.4

579.4

579.4

.4

.4

579.4

+579.5

579.5

.5

.5

579.5

579.5

.5

579.5

579.5

579.5

579.5

9.

579.6

579.6

579.6

.6

579.6

.6

579.6

579.6

+5 .6

579.6

.6

579.6

579.6

.6

579.6

579.6

.6

579.6

9.6

579.6

579.7

579.7

579.7

579.7

579.7

579.7

.7

579.7

.7

579.7

579.7

.8

579.8

579.8

579.8

579.8

9.

579.8

.8579.8

.8

579.8

579.8

579.8

.8

579.8

579.8

579.8

579.8

579.8

.8

579.9

579.9

579.9

579.9

579.9

.9

.9

579.9

579.9

579.9

.9

579.9

.9

579.9

579.9

.9

579.9

579.9

.9

579.9

+5 .9

579.9

579.9

.9579.9

.9

579.9

579.9

579.9

579.9

579.9

.9

579.9

579.9

579.9

+ 579.9

580.0

.0

.0

580.0 +

580.0

580.0

.0

+58 .0

580.1

580.1

.1

+ 580.1

.2

580.4

0.

0.

+581.4

581.7

581.7

581.8

582.0

.7

582.7 + 582.7

583.0

583.1

583.5

584.9

585.2

585.2

585.4

585.7

.7

585.8

5.

586.0

586.1

586.3

586.4

6.

6.

586.6

+58 .8

587.1

.2

587.6

587.9

587.9

588.1

588.1

588.2

.3

+5 .5

.6

588.6

588.8

588.8

589.2

589.3

589.5

589.8

589.8

590.2

590.3

590.3

.3

590.4

+ 590.6

590.8

590.8

+591.0

.0

1.

591.2

591.2

+591.7

591.8

.8

592.0

592.6

592.8

+592.8+

592.8+

592.9

.9

592.9

.9

592.9

592.9

593.0

593.0

.0

+59 .0

+59 .0

593.1

3.

593.3

593.4

.6

593.8

.0

594.0

+ 594.0

594.2

+ 594.2

594.3

+ 594.5

594.7

594.8

594.9

594.9

595.0+

595.1

595.1

595.2

+ 595.3

595.3

595.3

595.5

595.6

595.7

595.7

.7

595.8

595.9

595.9

596.0

596.5

596.6

+ 596.6

596.7

596.8

.9

596.9

+ 597.0

597.3

597.4

597.4

597.7

.8

597.9

598.0

598.0

598.0

598.3

598.4

598.5

598.5

598.6

598.6

598.7

598.8

598.8

598.9

.9

598.9

599.0

599.0

599.1

599.1

599.2

599.4

599.5

599.5

599.6

599.6

599.8

+600.0

600.1

600.6

600.

600.9

602.2

602.2

.5

602.6

.0

616.9

617.1 +

617.2

617.3

617.4

617.4

617.7

625.9

627.7

585 585 585 590590590

580 580

0 5

580580 580

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

DATE AND TIME PLOTTED: 2/23/2022 C:\Users\eric.ramme\Desktop\2022-260-00 Dworshak-Lower Granite\MicroStation_LowerGranite\LLA-V-101.dgnDESIGN FILE:

F

IL

E N

O

C O

R P

S O

F E

N G

IN

E E

R S

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

U .S .A

R M

Y E

N G

IN

E E

R D

IS

T R

IC

T L

O W

E R G

R A

N

IT

E L

O C

K A

N D D

A M

S N

A K

E R

IV

E R

O R

E G

O N

W A

S H

IN

G T

O N A

N D I

D A

H O

W E

F

D -W

E

F F

G P

B

W E

F

D

W E

F F

IL

E N

A M

E

G P

B

R E

R

L L

A -V -1

F

E B

G P

B /J

L D

M U

L T

IB

E A

M H

Y D

R O

G R

A P

H

IC

S

U R

V E

Y

S P

IL

L W

A Y S

T

IL

L

IN

G B

A S

IN

N

,2

E 7,800

S L

O P

E

A o n

EL 593.0

EL 630.0

BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1

P I E

R

P I E

R

P I E

R

P I E

R

P I E

R

CBL

BAY 8 BAY 7 BAY 6 BAY 5 BAY 4 BAY 3 BAY 2 BAY 1

P I E

R

P I E

R

EL 580.0

SURVEY LIMITS

E L

E L

E L

E L

E L

D E

C K

S L

O P

E

S L

O P

E

SPILLWAY TRUNNION BRIDGE EL. 704.88

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

.6

E L

E L

S L

O P

E

ROADWAY DECK EL. 751

S L

O P

E

S L

O P

E E

L

E L

E L

E L

E L

S L

O P

E

S L

O P

E

N

,2

E 7,500

E 8,000

N

,2

E L

.6

E L

E L

.6

E L

E L

L E

T

E N

D

P I E

R

C E

N T

R A

L

O

N

O V

E R

F L

O W

R I G

H

D

P I E

R

N O

R

H

O

N

O V

E R

F L

O W

60'30'0'

(CBL)

CONSTRUCTION BASELINE

N

LOWER GRANITE STILLING BASIN

- AREA OF UNDERMINING

- SURVEY LIMITS

- MINOR CONTOUR

- MAJOR CONTOUR

- SPOT ELEVATION

+5 .4

LEGEND

S N

A K

R

IV

E R

F L

O W

NGVD-29(47) EL.: 652.87

E: 6743.92E: 2770734.50

N: 4871.55N: 500450.68

NAD-27 WASHINGTON SOUTH ZONE SPCS CONSTRUCTION BASE LINE

1.5" DIAMETER IRON PIPE WITH WASHER, STAMPED"86-20-1"

"86-20-1"

USED FOR SURVEY VESSEL CHECK POINT

POSITION CHECK MONUMENT

NGVD-29(47) EL.: 650.00'

E: 5144.97E: 2769039.60'

N: 4231.62N: 500755.26'

NAD-27 WASHINGTON SOUTH ZONE SPCS CONSTRUCTION BASE LINE

1.5" DIAMETER IRON PIPE WITH WASHER, STAMPED"86-20-4"

"86-20-4"

GPS BASE STATION

SURVEY CONTROL USED

ARE ACCURATELY DEPICTED.

DIRECTION AND THAT THE CONTOURS SHOWN HEREON

BATHYMETRIC SURVEY WAS PERFORMED UNDER MY

(REG NO. 48744), HEREBY CERTIFY THAT THIS

LAND SURVEYOR IN THE STATE OF WASHINGTON

I, GREGORY P. BAIRD, A REGISTERED PROFESSIONAL

SURVEYOR'S CERTIFICATION:

V-101

POSITION HEAVE, PITCH, ROLL AND HEADING MEASUREMENTS.

GNSS AND INERTIAL POSITIONING AND MOTION REFERENCE SYSTEM FOR

T50P MULTIBEAM SONAR, AN APPLANIX POS/MV 320 COMBINED KINEMATIC

10. BATHYMETRIC DATA WAS COLLECTED USING A TELEDYNE RESON SEABAT

KINEMATIC GNSS SYSTEM.

9. WATER SURFACE ELEVATIONS WERE OBTAINED FROM A REAL TIME

ELEVATION WAS 634.9 FEET. MINIMUM OPERATING POOL IS 633.00 FEET.

SURVEY FROM 634.8 FEET TO 635.1 FEET. THE MEAN WATER SURFACE

8. WATER SURFACE ELEVATION: WATER SURFACE VARIED DURING THE

ARE INDEXED EVERY 5TH CONTOUR.

BASIN AND 1.0 FEET OUTSIDE OF THE STILLING BASIN, MAJOR CONTOURS

7. CONTOURS ARE SHOWN AT AN INTERVAL OF 0.5 FEET IN THE STILLING

DISTANCE WEIGHTED ALGORITHM.

6. THE DATA WAS THINNED TO A 0.82 FOOT GRID, USING AN INVERSE

5. UNITS: U.S. SURVEY FEET.

THE 1947 ADJUSTMENT (NGVD-29(47)).

4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM OF 1929 WITH

(CBL)

3. HORIZONTAL DATUM: LOWER GRANITE DAM CONSTRUCTION BASE LINE

2. DATE OF SURVEY: DECEMBER 13, 2021.

SERVICES DIVISION (DEA).

SURVEY CONDUCTED BY DAVID EVANS AND ASSOCIATES, INC. MARINE

1. THIS DRAWING PRESENTS THE RESULTS OF A MULTIBEAM BATHYMETRIC

NOTES

X

GREGORY P. BAIRD, PLS, CH

NSPS - THSOA CERTIFIED HYDROGRAPHER (107)

JONATHAN L. DASLER, PE (OR), PLS (OR), CH

(NSPS - THSOA), CERTIFIED HYDROGRAPHER.

SOCIETY OF AMERICA

PROFESSIONAL SURVEYORS - THE HYDROGRAPHIC

UNDER THE DIRECTION OF A NATIONAL SOCIETY OF

THIS HYDROGRAPHIC SURVEY WAS COMPLETED

gpb Rectangle

2022-02-24T05:39:02-0800
Gregory Baird
I am approving this document

File details come from the government source that posted it. Updated .