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LOCATION MAP

SURVEY NOTES·

1. REFER TO SURVEY NO. 10·127

2

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NOAA'S VDATUM MODEL FOR FLORIDA, WHICH IS BASED ON MLLW OF THE 1883-2001 TIDAL EPOCH.

-C'I

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL·TIME KINEMATIC GPS AND REFERENCED TO MLLW WITH A KINEMATIC TIDAL DATUM MODEL, THIS KINEMATIC TIDAL DATUM MODEL IS NAMED "lndlanRlver-5lLucle"'artln-ll8JuIy2010.kId"AND CAN BE OBTAINED FROM

OPERATIONS DIVISION, HYDROGRAPHIC SURVEY SECTION.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1883 (NAD 83).

8. THIS SURVEY WAS PERFORMED USING REAL·TIME KINEMATIC GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

"BURCHFIELD 2010" NORTHING: 1,028,810.093' EASTING: 818,803.487' NAVD88 ELEVATION: 3.55' MLLW ELEVATION: NIA

"8722383 TIDAL 5i9n" NAVD88 ELEVATION: 2.48' MLLW ELEVATION: 3.88'

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ SINGLE BEAM TRANSDUCER

8. SURVEY VESSEL DATE OF SURVEY

WB-32 28 JULY 2010

SOUNPER

ROSSSMARTSOUNDER2&nOOKHZ

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY•

10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2·1003, HYDROGRAPHIC SURVEYING,I JAN 02.

LEGEND

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f GRAPHIC SCALE

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NOTES:

1. REFER TO SURVEY NO. 10-127. 2. SEE SHEET NO.1 FOR SURVEY NOTES.

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Drawing no.

SHEET 40 OF 44

6 16 3 26 5 4