Hillsborough River, Florida Survey #06-161 dated November …Hillsborough River, Florida Survey #06-161 dated November 2006 Author: Jacksonville District, Operations Division, Hydrographic

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HILLSBOROUGH RIVER TAMPA9 FLORIDA

PROJECT CONDITION SURVEY

SUAVEY NOTES.

1. REFER TO SURVEY NO. 1il6-161.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW) WHICH IS 111.85 FEET BELOW NOVO 1929.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (.) SIGN.

4. TIDAL REDUCTIONS WERE MADE FROM A STAfF SET IN THE VICINTY OF. AND REFERENCED FROM BENCHMARK '(]-261',

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN OATUM OF IqB3 (NADB31.

6. ALL AZIMUTHS ARE GRIO. RECKONED CLOCKWISE FROM SOUTH.

7. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

B. SURVEY WAS PERFORMED USING OIFFERENTIAL GPS FOR POSITIONING AND UTILIZING THE USCG NAVBEACON SYSTEM AS THE REFERENCE SITE. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER OEPTH RECOROER WITH A 21i11i1KHZ (HIGH FREQUENCY) TRANSDUCER.

VESSEL DATE OF SURVEY

WB-34 17 OCT 21111116 1·17

q. AIOS TO NAVIGATION WERE LOCATED OURING THIS SURVEY.

I iii. THE INFORMATION DEPICTEO ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MAOE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INOICATING THE GENERAL CONOITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE OISTRIBUTION OF AVAILABLE OEPTHS AT THE TIME OF THE SURVEY ANO IS NOT TO BE USED FOR NAVIGATION.

II. SURVEY ACCURACY PERFORMANCE STANDARDS. QUALITY CONTROL. AND aUALITY ASSURANCE REQUIREMENTS WERE FOLLOWEO DURING THIS SURVEY IN ACCOROANCE WITH USACE EM lllliI·2·1i3i33. HYOROGRAPHIC SURVEYING, I JAN 1i12.

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