Surveyreport.pdf

PDF 14 MB Posted Sep 3, 2009

Attached to: RECOVERY--F--008350--John H. Kerr Lake, VA & NC--US Army Corps of Engineers, Wilmington NC is soliciting offers to prepare an Environmental Assessment for a proposed shoreline stabilization project at JH Kerr Reservoir in Boydton, VA.
Solicitation number: W912HN-09-T-0096
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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Survey report providing the geographic coordinates for all shoreline stabilization areas addressed by the Statement of Work.

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Addtional Questions	—	Sep 24, 2009
AdditionalQuestions.doc	DOC document	Sep 9, 2009
Questions.doc	DOC document	Sep 3, 2009

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Report of Survey

Topographic Surveys

Proposed Erosion Control Sites

John H. Kerr Reservoir, NC & VA

Contract: W912HN-09-D-0006 Task: 05

26 August 2009 by

Joyner Keeny, PLLC P.O. Box 7533

1051 North Winstead Avenue Rocky Mount, North Carolina

27804-7533 252-977-3124 (office)

252-985-6026 (fax) www.joynerkeeny.com

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 2 of 88

TABLE OF CONTENTS

Page Project Identification 3

Written Description of Workflow 3 - 4

Flow Chart Diagram 4

Survey Control & TBM Descriptions 4 - 7

Water Elevation Data 8 - 10

Equipment List 10 - 11

Equipment Calibration report 11 – 13

Metadata 14 – 16

Photographs 17 - 37

Field Notes 38 - 88

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 3 of 88

PROJECT IDENTIFICATION

• GENERAL: The work shall consist of topographic surveying and mapping 21specific sites of the John H.

Kerr Reservoir shoreline as indicated on the government furnished map and designated during initial site visits conducted on 16JUL2009 and 17JUL2009.

• LOCATION OF PROJECT: Vance & Warren Counties, North Carolina and Mecklenburg County, Virginia

• CLIENT: Corps of Engineers – Wilmington District

P.O. Box 1890 69 Darlington Avenue

Wilmington, NC 28402-1890

• DATES OF PROJECT: 27JUL2009 thru 26AUG2009

• TYPE OF PROJECT: Topographic Surveys

• SURVEYOR: Stephen R. Wolfe (NC PLS # L-3259)

Joyner Keeny, PLLC P.O. Box 7533 1051 North Winstead Avenue

Rocky Mount, NC 27804 252-977-3124 (office) 252-985-6026 (fax)

WRITTEN DESCRIPTION of WORKFLOW

27JUL2009 (Monday) Received notice to proceed. Began assembling site maps and specific instructions for survey crews.

28JUL2009 (Tuesday) Began field work with two survey crews. A kick-off meeting was conducted on site and the survey crews were briefed on the project specifics and copies of instructions, maps, etc. was provided. Each survey crew was assigned specific sites to survey. The project manager took each survey crew to their respective site and did a walk-thru to discuss site specific details. Each crew began field surveys by establishing horizontal and vertical control points. A wooden hub was set flush with the water level. This hub was used to determine the elevation basis. From the horizontal control points, the hub was located and the day, date, and time was recorded. The remaining site features were located by trigonometric survey methods including top of bank, toe of bank, fences, fire pits, edge of pavement, signs, storm drainage pipes, gravel areas used as camp sites, underwater shots, concrete boat ramps, buildings, rock outcrops, riprap areas, temporary bench marks, water hook-ups, electric hook-ups, etc. Utilizing a Trimble PRO-XR Pathfinder GPS unit (mapping grade), selected horizontal control points and other features were observed to obtain North Carolina Grid coordinates. Before leaving the site, several digital photographs were taken.

29JUL2009 (Wednesday) Field work continued by the first two survey crews. A third survey crew arrived and the project manager reviewed the instructions, maps, etc. and then escorted them to their respective sites for specific details to be surveyed.

30JUL2009 (Thursday) Field work continued by all three survey crews.

31JUL2009 (Friday) All field information collected was downloaded. Information included data collector files, digital photos, copies of field notes, PRO-XR Pathfinder GPS files, etc.

03AUG2009 (Monday) All three field crews returned to their assigned sites to continue field surveys. Office computations were begun. Processing of the PRO-XR Pathfinder GPS files was conducted to establish grid coordinates on the control points for each site. The water elevation was obtained for the hub at each site by corresponding the observation date and time with the John H. Kerr Reservoir website that publishes the elevation on a hourly

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 4 of 88 basis. The website address is http://epec.saw.usace.army.mil/roa05.htm. Data collector files were processed and ASCII files were created. Office computations began.

04AUG2009 (Tuesday) Field work continued. Office computations continued.

05AUG2009 (Wednesday) Field work was completed on all sites. Office computations continued.

06AUG2009 (Thursday) Office computations continued.

07AUG2009 (Friday) Office computations continued.

10AUG2009 thru 25AUG2009

Office computations continued. CADD mapping began until all sites complete . Survey report was created and completed. Metadata report was created and completed.

26AUG2009

CADD files and all required submittals were sent to client electronically via email.

FLOW CHART DIAGRAM

SURVEY CONTROL and TBM DESCRIPTIONS

The initial positions for each site were produced from mapping grade GPS observations utilizing a Trimble PRO-XR Pathfinder receiver with broadcast corrections from the U.S. Coast Guard beacon. Coordinates shown are "localized" coordinates holding the Trimble PRO-XR Pathfinder position on a single point and holding a second point for direction. Horizontal datum is North Carolina Grid coordinate system (NAD83) in U.S. Survey Feet. At least three (3) semi-permanent horizontal control points were established on each site.

Elevations at each site were obtained by observing the water surface and recording the day, date and time, then corresponding that reading to the "HW Gauge" data broadcast at website http://epec.saw.usace.army.mil/roa05.htm.

ACTIVITY 27

-J ul -0

1- A ug -0

2- A ug -0

3- A ug -0

4- A ug -0

5- A ug -0

6- A ug -0

7- A ug -0

8- A ug -0

9- A ug -0

-A ug -0

Notice to Proceed Kick off meeting Survey Control Topographic data collection Data processing CADD mapping Quality Control Survey Report & Metadata Final Delivery work activity weekend

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 5 of 88

The "HW Gauge" is located at the dam and is NGVD 1929 datum. At least two (2) temporary bench marks were established at each site.

SURVEY CONTROL LISTING

SURVEY NC GRID NC GRID

PRIORITY CONTROL NORTHING EASTING ELEVATION

SITE # POINT # DESCRIPTION NAD 83 NAD 83 NGVD 1929

1 20211 Rebar & Cap 1,035,799.90 2,203,037.10 314.98 1 20212 Rebar & Cap 1,035,969.53 2,203,055.73 310.21 1 20213 Rebar & Cap 1,036,351.80 2,203,279.38 300.62 2 21732 Rebar & Cap 1,073,584.80 2,105,401.40 310.76 2 21733 Rebar & Cap 1,073,916.40 2,105,531.01 307.12 2 21734 P.K. Nail 1,073,744.04 2,105,391.73 312.86 3 20408 Rebar & Cap 1,033,618.83 2,201,598.92 312.46 3 20409 Rebar & Cap 1,033,366.20 2,201,682.20 308.13 3 20591 Rebar & Cap 1,033,696.73 2,202,070.97 310.11 4 21172 Rebar & Cap 1,056,493.60 2,164,372.20 298.44 4 21173 Rebar & Cap 1,056,387.41 2,164,190.27 298.47 4 21174 Rebar & Cap 1,056,662.65 2,164,646.22 307.87 4 21175 Rebar & Cap 1,056,686.22 2,164,569.93 302.91 4 21176 Rebar & Cap 1,056,749.73 2,164,339.92 307.00 4 21177 Rebar & Cap 1,056,686.25 2,164,106.25 298.05 4 21289 Rebar & Cap 1,056,817.11 2,164,330.93 317.69 5 20727 Rebar & Cap 1,033,497.40 2,199,034.40 310.34 5 20728 Rebar & Cap 1,033,696.47 2,198,990.35 308.56 5 20729 Rebar & Cap 1,033,456.10 2,199,178.35 309.80 6 20000 USACOE Mon. "K1.3 1997" 1,024,882.87 2,209,412.51 307.80 6 20001 Rebar & Cap 1,025,198.66 2,209,644.04 308.10 6 20002 Rebar & Cap 1,025,330.37 2,209,754.01 301.58 6 20165 USACOE Mon. "K2.4 1997" 1,024,947.60 2,209,745.47 324.35 6 20166 USACOE Mon. "K2.3 1997" 1,025,128.46 2,209,614.46 307.55 7 20949 Rebar & Cap 1,059,707.90 2,163,350.00 307.27 7 20950 Rebar & Cap 1,059,828.69 2,163,396.93 305.43 7 20951 Rebar & Cap 1,059,548.73 2,163,321.37 307.10 8 10411 Rebar & Cap 980,355.70 2,190,846.30 297.69 8 10412 Rebar & Cap 980,264.55 2,190,643.74 306.32 8 10528 Rebar & Cap 980,118.90 2,190,455.54 307.83 9 21607 Rebar & Cap 1,046,712.20 2,138,432.90 319.71 9 21608 Rebar & Cap 1,046,671.23 2,138,555.82 317.28 9 21609 Rebar & Cap 1,046,788.05 2,138,513.76 334.44

10 1 Rebar & Cap 1,013,379.49 2,187,500.22 303.36 10 2 Rebar & Cap 1,013,028.80 2,187,431.90 305.73 10 177 Rebar & Cap 1,013,679.38 2,187,460.22 304.02 10 219 Rebar & Cap 1,014,248.95 2,187,452.94 299.78 10 337 Rebar & Cap 1,014,239.96 2,187,231.39 306.62 11 10659 Rebar & Cap 1,014,969.20 2,201,912.30 299.15 11 10660 Rebar & Cap 1,014,955.92 2,201,649.63 299.44 11 10727 Rebar & Cap 1,015,030.69 2,201,741.24 311.08

12A 805 Rebar & Cap 1,011,582.35 2,201,569.93 310.39

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 6 of 88

SURVEY NC GRID NC GRID

PRIORITY CONTROL NORTHING EASTING ELEVATION

SITE # POINT # DESCRIPTION NAD 83 NAD 83 NGVD 1929

12A 848 Rebar & Cap 1,011,794.75 2,201,436.49 299.26 12B 897 Rebar & Cap 1,012,919.87 2,200,000.08 299.36 12B 898 Rebar & Cap 1,013,207.10 2,199,835.40 298.35 12B 1003 Rebar & Cap 1,013,118.86 2,199,976.67 310.09 13A 10785 Rebar & Cap 1,015,685.80 2,200,606.80 299.00 13A 10786 Rebar & Cap 1,015,678.55 2,200,359.26 311.10 13A 10789 Rebar & Cap 1,015,827.24 2,200,618.77 313.61 13B 10931 Rebar & Cap 1,016,971.10 2,200,575.70 299.58 13B 10932 Rebar & Cap 1,017,005.67 2,200,441.99 308.61 13B 10985 Rebar & Cap 1,016,868.70 2,200,446.68 311.21 14 1146 Rebar & Cap 1,012,279.82 2,201,088.15 310.86 14 1182 Rebar & Cap 1,012,305.86 2,200,931.05 300.31 15 11031 Rebar & Cap 987,009.10 2,185,322.90 309.62 15 11032 Rebar & Cap 987,055.51 2,185,477.60 320.18 15 11033 Rebar & Cap 987,065.53 2,185,226.79 307.29 16 338 Rebar & Cap 1,012,962.06 2,189,280.69 305.65 16 339 Rebar & Cap 1,012,906.20 2,189,393.20 309.22 16 440 Rebar & Cap 1,012,878.99 2,189,596.45 310.71 16 662 Rebar & Cap 1,012,902.60 2,189,764.22 313.84 17 10086 Rebar & Cap 982,297.00 2,185,793.50 308.33 17 10087 Rebar & Cap 982,094.48 2,185,809.66 317.43 17 10088 Rebar & Cap 982,230.36 2,185,896.65 307.56 17 10089 Rebar & Cap 982,124.98 2,185,572.81 299.08

18A 1005 Rebar & Cap 1,011,184.35 2,200,372.94 298.90 18A 1006 Rebar & Cap 1,011,355.30 2,200,417.90 306.43 18A 1098 Rebar & Cap 1,011,454.25 2,200,431.20 298.78 18B 1100 Rebar & Cap 1,012,280.07 2,201,365.49 299.22 18B 1101 Rebar & Cap 1,012,294.10 2,201,180.50 299.00 19 441 Rebar & Cap 1,012,696.46 2,189,804.13 310.02 20 10000 Rebar & Cap 967,477.90 2,177,651.70 305.42 20 10001 Rebar & Cap 967,570.69 2,177,559.63 309.00 20 10066 Rebar & Cap 967,637.36 2,177,813.30 300.37 21 663 Rebar & Cap 1,011,281.32 2,201,294.00 318.30 21 664 Rebar & Cap 1,011,265.64 2,201,432.59 308.67 21 717 Rebar & Cap 1,011,402.90 2,201,549.40 298.32

TBM DESCRIPTION LISTING

PRIORITY TBM ELEVATION

SITE # POINT # DESCRIPTION NORTHING EASTING NGVD 1929

1 20249 Spike in 14" Pine 1,035,814 2,203,077 312.99 1 20290 Spike in 10" Pine 1,036,025 2,203,002 313.60 2 21736 Spike in 20" Pine 1,073,942 2,105,541 309.76 2 21815 Spike in 12" Cedar 1,073,537 2,105,414 311.57 3 20411 Spike in 22" Pine 1,033,581 2,201,578 312.07 3 20594 Spike in 18" Pine 1,033,384 2,201,661 309.99

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 7 of 88

PRIORITY TBM ELEVATION

SITE # POINT # DESCRIPTION NORTHING EASTING NGVD 1929

4 21330 Spike in 14" Maple 1,056,774 2,164,332 313.04 4 21331 Spike in 8" Sweet Gum 1,056,662 2,164,590 307.10 4 21332 Spike in 16" Pine 1,056,432 2,164,356 309.51 4 21513 Spike in Twin 12" Sweet Gum 1,056,751 2,164,131 310.53 5 20897 Spike in 14" Pine 1,033,517 2,199,040 312.68 5 20911 Spike in 8" Pine 1,033,679 2,199,000 311.40 6 20164 Spike in 12" Oak 1,025,048 2,209,566 309.60 6 20172 Spike in 14" Pine 1,025,272 2,209,762 312.84 7 20953 Spike in 14" Sweet Gum 1,059,606 2,163,304 303.63 7 20954 Spike in 14" Sweet Gum 1,059,852 2,163,420 307.20 8 10414 Spike in 14" Pine 980,300 2,190,807 306.96 8 10415 Spike in 12" Gum 980,342 2,190,689 303.16 9 21684 Spike in 14" Pine 1,046,620 2,138,523 311.89 9 21711 Spike in 14" Pine 1,046,669 2,138,434 316.94

10 105 Spike in 18" Pine 1,013,009 2,187,495 304.23 10 129 Spike in 19" Pine 1,013,396 2,187,505 304.48 10 178 Spike in 20" Pine 1,013,587 2,187,405 305.72 10 265 Spike in 16" Pine 1,013,970 2,187,342 305.31 10 266 Spike in 27" Pine 1,014,033 2,187,272 304.38 10 336 Spike in 11" Sweet Gum 1,014,307 2,187,224 304.51 11 10662 Spike in 10" Sweet Gum 1,015,042 2,201,906 307.60 11 10741 Spike in 14" Pine 1,015,016 2,201,669 308.76

12A 847 Spike in 13" Pine 1,011,620 2,201,565 307.66 12A 896 Spike in 10" Pine 1,011,790 2,201,391 302.66 12B 972 Spike in 12" Pine 1,012,977 2,200,013 306.24 12B 973 Spike in 15" Pine 1,013,284 2,199,897 307.82 13A 10788 Spike in 14" Sweet Gum 1,015,742 2,200,592 308.67 13A 10884 Spike in 14" Pine 1,015,712 2,200,348 313.09 13B 10934 Spike in Twin 10" Pine 1,016,995 2,200,509 303.13 13B 11020 Spike in 28" Pine 1,016,849 2,200,487 308.58 14 1206 Spike in 16" Pine 1,012,376 2,200,984 308.92 14 1207 Spike in 15" Pine 1,012,299 2,200,959 303.38 15 11035 Spike in 14" Pine 986,991 2,185,389 309.89 15 11036 Spike in 13" Pine 987,091 2,185,263 310.89 16 417 Spike in 14" Pine 1,013,023 2,189,269 304.76 16 439 Spike in 16" Pine 1,012,815 2,189,424 309.69 17 10091 Spike in 8" Birch 982,184 2,185,899 303.10 17 10233 Top of 4" Pipe 982,320 2,185,872 304.70 17 10384 Spike in12" Sycamore 982,086 2,185,602 303.09 19 592 Spike in 24" Pine 1,012,904 2,189,902 304.80

18A 1076 Spike in root of 19" Oak 1,011,165 2,200,428 304.28 18A 1077 Spike in 17" Pine 1,011,357 2,200,441 309.70 18B 1144 Spike in 9" Birch 1,012,232 2,201,229 304.87 18B 1145 Spike in 11" Pine 1,012,281 2,201,141 308.35 19 593 Spike in 11" Sweet Gum 1,012,504 2,189,627 302.82 20 10044 Spike in 12" Oak 967,532 2,177,667 304.13 20 10068 Spike in 18" Triple Oak 967,579 2,177,635 301.56 21 716 Spike in 8" Pine 1,011,213 2,201,450 303.44 21 804 Spike in 12" Pine 1,011,489 2,201,553 306.39

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 8 of 88

WATER ELEVATION DATA

Provisional Data for the John H. Kerr Project and Island Creek Subimpoundment Kerr Kerr Isl Crk Isl Crk Kerr Kerr HW Gage DCP Gage Gross Kerr HW Gage DCP Gage Date Time Inflow Outflow Elev Elev Gen Rainfall ELev Elev (CFS) (CFS) (NGVD29) (NGVD29) (MWH) (inch) (NGVD29) (NGVD29)

28-Jul-09 100 -39383 87 297.82 297.80 0.50 0.00 258.40 258.44 28-Jul-09 200 17003 87 297.85 297.83 0.50 0.00 258.40 258.44 28-Jul-09 300 11364 87 297.87 297.85 0.50 0.00 258.40 258.44 28-Jul-09 400 11364 87 297.89 297.87 0.50 0.00 258.40 258.44 28-Jul-09 500 -11190 87 297.87 297.85 0.50 0.00 258.40 258.44 28-Jul-09 600 -5552 87 297.86 297.84 0.50 0.00 258.40 258.44 28-Jul-09 700 11364 87 297.88 297.86 0.50 0.00 258.40 258.44 28-Jul-09 800 1592 1592 297.88 297.86 4.50 0.00 258.40 258.44 28-Jul-09 900 -4269 7008 297.86 297.84 46.50 0.00 258.40 258.44 28-Jul-09 1000 -9907 7009 297.83 297.81 46.50 0.00 258.40 258.44 28-Jul-09 1100 18285 7008 297.85 297.83 46.50 0.00 258.40 258.45 28-Jul-09 1200 7007 7007 297.85 297.82 46.50 0.00 258.40 258.45 28-Jul-09 1300 -4269 7008 297.83 297.81 46.50 0.00 258.40 258.45 28-Jul-09 1400 1373 7012 297.82 297.80 46.50 0.00 258.40 258.45 28-Jul-09 1500 -25428 14042 297.75 297.73 73.50 0.00 258.40 258.45 28-Jul-09 1600 21880 27519 297.74 297.72 178.50 0.00 258.40 258.44 28-Jul-09 1700 4954 27508 297.70 297.68 178.50 0.00 258.40 258.44 28-Jul-09 1800 -6119 27713 297.64 297.63 179.50 0.00 258.40 258.44 28-Jul-09 1900 16847 11208 297.65 297.63 51.50 0.00 258.40 258.44 28-Jul-09 2000 -9895 7021 297.62 297.60 46.50 0.00 258.40 258.44 28-Jul-09 2100 -4179 1460 297.61 297.59 3.50 0.00 258.40 258.44 28-Jul-09 2200 28280 87 297.66 297.64 0.50 0.00 258.40 258.45 28-Jul-09 2300 -22467 87 297.62 297.60 0.50 0.00 258.40 258.43 28-Jul-09 2400 22641 87 297.66 297.64 0.50 0.00 258.40 258.44 29-Jul-09 100 -11190 87 297.64 297.62 0.50 0.00 258.40 258.43 29-Jul-09 200 17003 87 297.67 297.65 0.50 0.00 258.40 258.43 29-Jul-09 300 -5552 87 297.66 297.64 0.50 0.00 258.40 258.43 29-Jul-09 400 -5552 87 297.65 297.64 0.50 0.00 258.40 258.43 29-Jul-09 500 87 87 297.65 297.63 0.50 0.00 258.40 258.43 29-Jul-09 600 87 87 297.65 297.63 0.50 0.00 258.40 258.43 29-Jul-09 700 11364 87 297.67 297.65 0.50 0.00 258.40 258.43 29-Jul-09 800 -20433 2121 297.63 297.61 9.50 0.00 258.40 258.43 29-Jul-09 900 12659 7020 297.64 297.63 46.40 0.00 258.40 258.44 29-Jul-09 1000 12670 7031 297.65 297.63 46.50 0.00 258.40 258.44 29-Jul-09 1100 -7908 9008 297.62 297.60 54.50 0.00 258.40 258.44 29-Jul-09 1200 4772 10411 297.61 297.59 67.50 0.00 258.40 258.43 29-Jul-09 1300 335 11612 297.59 297.58 78.50 0.00 258.40 258.43 29-Jul-09 1400 10529 10529 297.59 297.56 70.50 0.00 258.40 258.44 29-Jul-09 1500 -34614 16133 297.50 297.56 89.50 0.00 258.40 258.48 29-Jul-09 1600 33201 27562 297.51 297.51 178.50 0.00 258.40 258.47 29-Jul-09 1700 44652 27736 297.54 297.45 179.50 0.08 258.40 258.47 29-Jul-09 1800 -32824 12285 297.46 297.44 68.50 0.33 258.40 258.43 29-Jul-09 1900 -15700 6854 297.42 297.40 45.50 0.00 258.40 258.43 29-Jul-09 2000 -10060 6856 297.39 297.37 45.50 0.00 258.40 258.43 29-Jul-09 2100 35305 1473 297.45 297.42 3.60 0.00 258.40 258.43 29-Jul-09 2200 87 87 297.45 297.42 0.50 0.00 258.40 258.44 29-Jul-09 2300 87 87 297.45 297.42 0.50 0.00 258.40 258.43 29-Jul-09 2400 87 87 297.45 297.43 0.50 0.00 258.40 258.43 30-Jul-09 100 11364 87 297.47 297.45 0.50 0.09 258.40 258.44 30-Jul-09 200 87 87 297.47 297.45 0.50 0.05 258.40 258.44 30-Jul-09 300 87 87 297.47 297.45 0.50 0.05 258.40 258.43

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 9 of 88

30-Jul-09 400 -5552 87 297.46 297.44 0.50 0.00 258.40 258.43 30-Jul-09 500 5726 87 297.47 297.45 0.50 0.00 258.40 258.43 30-Jul-09 600 5726 87 297.48 297.46 0.50 0.00 258.40 258.44 30-Jul-09 700 5726 87 297.49 297.46 0.50 0.00 258.40 258.43 30-Jul-09 800 -5552 87 297.48 297.46 0.50 0.00 258.40 258.44 30-Jul-09 900 5726 87 297.49 297.47 0.50 0.00 258.40 258.44 30-Jul-09 1000 -5552 87 297.48 297.46 0.50 0.00 258.40 258.44 30-Jul-09 1100 5726 87 297.49 297.47 0.50 0.00 258.40 258.45 30-Jul-09 1200 87 87 297.49 297.47 0.50 0.00 258.40 258.44 30-Jul-09 1300 5726 87 297.50 297.48 0.50 0.00 258.40 258.44 30-Jul-09 1400 -5562 77 297.49 297.47 0.40 0.00 258.40 258.48 30-Jul-09 1500 -6207 16347 297.45 297.44 109.50 0.00 258.40 258.45 30-Jul-09 1600 3693 26247 297.41 297.39 171.50 0.00 258.40 258.43 30-Jul-09 1700 10277 27193 297.38 297.36 176.50 0.00 258.40 258.43 30-Jul-09 1800 -12448 27022 297.31 297.29 175.50 0.00 258.40 258.43 30-Jul-09 1900 -1320 26873 297.26 297.23 174.50 0.00 258.40 258.43 30-Jul-09 2000 6604 17881 297.24 297.22 105.50 0.00 258.40 258.42 30-Jul-09 2100 31731 14815 297.27 297.25 98.50 0.25 258.40 258.46 30-Jul-09 2200 -3102 2537 297.26 297.23 3.50 0.08 258.40 258.48 30-Jul-09 2300 17003 87 297.29 297.27 0.50 0.12 258.50 258.49 30-Jul-09 2400 -16829 87 297.26 297.25 0.50 0.02 258.50 258.49

3-Aug-09 100 87 87 297.41 297.39 0.50 0.00 258.10 258.08 3-Aug-09 200 5716 77 297.42 297.39 0.40 0.00 258.10 258.08 3-Aug-09 300 5726 87 297.43 297.40 0.50 0.00 258.10 258.08 3-Aug-09 400 87 87 297.43 297.41 0.50 0.00 258.10 258.08 3-Aug-09 500 87 87 297.43 297.41 0.50 0.00 258.10 258.08 3-Aug-09 600 87 87 297.43 297.41 0.50 0.00 258.10 258.08 3-Aug-09 700 5726 87 297.44 297.42 0.50 0.00 258.10 258.08 3-Aug-09 800 5726 87 297.45 297.42 0.50 0.00 258.10 258.09 3-Aug-09 900 87 87 297.45 297.43 0.50 0.00 258.10 258.09 3-Aug-09 1000 87 87 297.45 297.42 0.50 0.00 258.10 258.09 3-Aug-09 1100 5726 87 297.46 297.44 0.50 0.00 258.10 258.10 3-Aug-09 1200 87 87 297.46 297.44 0.50 0.00 258.10 258.10 3-Aug-09 1300 87 87 297.46 297.43 0.50 0.00 258.10 258.10 3-Aug-09 1400 -56198 5827 297.35 297.33 11.50 0.00 258.10 258.10 3-Aug-09 1500 41305 24389 297.38 297.36 156.50 0.00 258.10 258.10 3-Aug-09 1600 12762 24039 297.36 297.34 153.50 0.00 258.10 258.10 3-Aug-09 1700 19496 19496 297.36 297.33 126.50 0.00 258.10 258.10 3-Aug-09 1800 -19968 19502 297.29 297.28 126.50 0.00 258.10 258.10 3-Aug-09 1900 -6047 22146 297.24 297.22 136.50 0.00 258.10 258.10 3-Aug-09 2000 33295 5102 297.29 297.27 7.50 0.00 258.10 258.10 3-Aug-09 2100 87 87 297.29 297.27 0.50 0.00 258.10 258.10 3-Aug-09 2200 -22466 88 297.25 297.23 0.50 0.00 258.10 258.10 3-Aug-09 2300 33920 88 297.31 297.28 0.50 0.00 258.10 258.10 3-Aug-09 2400 -16828 88 297.28 297.26 0.50 0.00 258.10 258.10 4-Aug-09 100 22641 87 297.32 297.29 0.50 0.00 258.10 258.10 4-Aug-09 200 -5552 87 297.31 297.29 0.50 0.00 258.10 258.10 4-Aug-09 300 88 88 297.31 297.29 0.50 0.00 258.10 258.10 4-Aug-09 400 5726 87 297.32 297.30 0.50 0.00 258.10 258.10 4-Aug-09 500 5726 87 297.33 297.31 0.50 0.00 258.10 258.10 4-Aug-09 600 -5552 87 297.32 297.30 0.50 0.00 258.10 258.10 4-Aug-09 700 11364 87 297.34 297.32 0.50 0.00 258.10 258.10 4-Aug-09 800 -11190 87 297.32 297.30 0.50 0.00 258.10 258.10

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4-Aug-09 900 11364 87 297.34 297.32 0.50 0.00 258.10 258.11 4-Aug-09 1000 87 87 297.34 297.32 0.50 0.00 258.10 258.11 4-Aug-09 1100 87 87 297.34 297.33 0.50 0.00 258.10 258.11 4-Aug-09 1200 5726 87 297.35 297.32 0.50 0.00 258.10 258.12 4-Aug-09 1300 -5552 87 297.34 297.32 0.50 0.00 258.10 258.16 4-Aug-09 1400 5726 87 297.35 297.32 0.50 0.00 258.10 258.16 4-Aug-09 1500 -29063 4769 297.29 297.33 12.50 0.00 258.10 258.16 4-Aug-09 1600 38648 21732 297.32 297.30 128.50 0.00 258.10 258.16 4-Aug-09 1700 -21327 29420 297.23 297.23 192.50 0.00 258.10 258.16 4-Aug-09 1800 51227 28673 297.27 297.21 191.50 0.00 258.10 258.15 4-Aug-09 1900 -19794 8399 297.22 297.24 49.50 0.00 258.10 258.15 4-Aug-09 2000 5726 87 297.23 297.21 0.50 0.00 258.10 258.15 4-Aug-09 2100 -22466 88 297.19 297.17 0.50 0.00 258.10 258.15 4-Aug-09 2200 11354 77 297.21 297.19 0.40 0.00 258.10 258.14 4-Aug-09 2300 11365 88 297.23 297.18 0.50 0.00 258.10 258.14 4-Aug-09 2400 87 87 297.23 297.21 0.50 0.00 258.10 258.14 5-Aug-09 100 -5552 87 297.22 297.19 0.50 0.00 258.10 258.15 5-Aug-09 200 -5551 88 297.21 297.18 0.50 0.00 258.10 258.15 5-Aug-09 300 11365 88 297.23 297.20 0.50 0.00 258.10 258.15 5-Aug-09 400 5726 87 297.24 297.21 0.50 0.00 258.10 258.15 5-Aug-09 500 -11190 87 297.22 297.22 0.50 0.00 258.10 258.15 5-Aug-09 600 5727 88 297.23 297.20 0.50 0.00 258.10 258.15 5-Aug-09 700 5727 88 297.24 297.22 0.50 0.00 258.10 258.11 5-Aug-09 800 5727 88 297.25 297.23 0.50 0.00 258.10 258.11 5-Aug-09 900 87 87 297.25 297.23 0.50 0.00 258.10 258.11 5-Aug-09 1000 -5551 88 297.24 297.22 0.50 0.00 258.10 258.11 5-Aug-09 1100 5727 88 297.25 297.23 0.50 0.00 258.10 258.11 5-Aug-09 1200 -6772 4505 297.23 297.21 10.50 0.00 258.10 258.12 5-Aug-09 1300 -670 16246 297.20 297.17 104.50 0.00 258.10 258.12 5-Aug-09 1400 -5100 23093 297.15 297.13 152.50 0.00 258.10 258.12 5-Aug-09 1500 11649 22926 297.13 297.11 151.50 0.00 258.10 258.12 5-Aug-09 1600 6042 22958 297.10 297.08 151.50 0.00 258.10 258.12 5-Aug-09 1700 -5102 23091 297.05 297.03 152.20 0.00 258.10 258.12 5-Aug-09 1800 6000 22916 297.02 297.00 151.30 0.00 258.10 258.14 5-Aug-09 1900 -6144 5133 297.00 296.99 8.00 0.25 258.10 258.16 5-Aug-09 2000 16916 0 297.03 297.01 0.00 0.00 258.10 258.14 5-Aug-09 2100 -16828 88 297.00 296.98 0.50 0.00 258.10 258.15 5-Aug-09 2200 22642 88 297.04 297.02 0.50 0.20 258.10 258.15 5-Aug-09 2300 11365 88 297.06 297.04 0.50 0.00 258.10 258.15 5-Aug-09 2400 88 88 297.06 297.03 0.50 0.34 258.10 258.15

EQUIPMENT LIST

GPS Units:

Trimble PRO-XR Pathfinder (mapping grade unit) s/n 220215228 (no calibration report)

Total Stations:

Geodimeter 620 robotic s/n 62110320 (see attached calibration report)

Trimble 5603 DR200 robotic s/n 63321484 (see attached calibration report) Trimble 5603 DR200 robotic s/n 63330240 (see attached calibration report)

Automatic Levels:

None used

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Data Collectors:

Trimble TSCe with Survey Controller software s/n 37451 Trimble TSC2 with Survey Controller software s/n SS26A18515 Trimble TSC2 with Survey Controller software s/n SS61C18857

EQUIPMENT CALIBRATION REPORT

Geodimeter 620 s/n 6210320 29JAN2009

MANUFACTURER'S SPECIFICATIONS: +3 MM +2 PPM

SCALE ERROR -4.4378 PPM

STANDARD ERROR OF SCALE 1.3701 PPM

CONSTANT ERROR 0.0002 METERS

STANDARD ERROR OF CONSTANT 0.0009 METERS

VARIANCE OF UNIT WEIGHT 0.6306

COVARIANCE 1.0424

CORRELATION 0.8485

PUBLISHED OBSERVED DIFFERENCE RESIDUAL

(METERS) (METERS) (METERS) (METERS)

150.0013 150.0040 -0.0027 -0.0023

150.0013 150.0035 -0.0022 -0.0018

430.0002 430.0000 0.0002 0.0019

430.0002 430.0005 -0.0003 0.0014

430.0002 430.0000 0.0002 0.0019

1129.9911 1129.9940 -0.0029 0.0019

1129.9911 1129.9930 -0.0019 0.0029

1129.9911 1129.9940 -0.0029 0.0019

1129.9911 1129.9930 -0.0019 0.0029

279.9989 279.9970 0.0019 0.0029

279.9989 279.9980 0.0009 0.0019

279.9989 279.9960 0.0029 0.0039

279.9989 279.9970 0.0019 0.0029

279.9989 279.9980 0.0009 0.0019

979.9898 979.9970 -0.0072 -0.0031

979.9898 979.9950 -0.0052 -0.0011

979.9898 979.9940 -0.0042 -0.0001

979.9898 979.9950 -0.0052 -0.0011

699.9909 699.9980 -0.0071 -0.0042

699.9909 699.9970 -0.0061 -0.0032

699.9909 699.9980 -0.0071 -0.0042

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Trimble 5603 s/n 63321484 30Jan2009

MANUFACTURER'S SPECIFICATIONS: +3 MM +3PPM

SCALE ERROR -1.7926 PPM

STANDARD ERROR OF SCALE 1.0382 PPM

CONSTANT ERROR 0.0028 METERS

STANDARD ERROR OF CONSTANT 0.0006 METERS

VARIANCE OF UNIT WEIGHT 0.2916

COVARIANCE 0.5514

CORRELATION 0.8375

150.0013 150.0000 0.0013 -0.0012

150.0013 150.0020 -0.0007 -0.0032

150.0013 150.0010 0.0003 -0.0022

150.0013 150.0020 -0.0007 -0.0032

150.0013 150.0000 0.0013 -0.0012

430.0002 429.9950 0.0052 0.0032

430.0002 429.9960 0.0042 0.0022

430.0002 429.9950 0.0052 0.0032

430.0002 429.9960 0.0042 0.0022

1129.9911 1129.9910 0.0001 -0.0007

1129.9911 1129.9930 -0.0019 -0.0027

1129.9911 1129.9910 0.0001 -0.0007

279.9989 279.9950 0.0039 0.0016

279.9989 279.9960 0.0029 0.0006

279.9989 279.9950 0.0039 0.0016

979.9898 979.9880 0.0018 0.0008

979.9898 979.9890 0.0008 -0.0002

979.9898 979.9880 0.0018 0.0008

699.9909 699.9910 -0.0001 -0.0016

699.9909 699.9900 0.0009 -0.0006

699.9909 699.9890 0.0019 0.0004

699.9909 699.9900 0.0009 -0.0006

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Trimble 5603 s/n 63330240 30Jan2009

MANUFACTURER'S SPECIFICATIONS: +3 MM ONS: +3 MM +3PPM

SCALE ERROR -4.2141 PPM

STANDARD ERROR OF SCALE 0.705 PPM

CONSTANT ERROR 0.0004 METERS

STANDARD ERROR OF CONSTANT 0.0004 METERS

VARIANCE OF UNIT WEIGHT 0.1345

COVARIANCE 0.2543

CORRELATION 0.8375

150.0013 150.0010 0.0003 0.0005

150.0013 150.0020 -0.0007 -0.0005

150.0013 150.0026 -0.0013 -0.0011

150.0013 150.0030 -0.0017 -0.0015

430.0002 429.9990 0.0012 0.0026

430.0002 430.0000 0.0002 0.0016

1129.9911 1129.9950 -0.0039 0.0004

1129.9911 1129.9960 -0.0049 -0.0006

1129.9911 1129.9950 -0.0039 0.0004

279.9989 279.9990 -0.0001 0.0006

279.9989 280.0000 -0.0011 -0.0004

979.9898 979.9920 -0.0022 0.0015

979.9898 979.9930 -0.0032 0.0005

979.9898 979.9940 -0.0042 -0.0005

699.9909 699.9950 -0.0041 -0.0016

699.9909 699.9940 -0.0031 -0.0006

699.9909 699.9950 -0.0041 -0.0016

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METADATA

Identification_Information:

Citation:

Citation_Information:

Originator: US Army Corps of Engineers Publication_Date: 20090826 Publication_Time: Unknown Title: John H. Kerr Reservoir Edition: Erosion Control Sites Topographical Survey Series_Information:

Series_Name: 1 Issue_Identification: 1 Publication_Information:

Publication_Place: Rocky Mount, NC Publisher: Joyner Keeny, PLLC Description:

Abstract:

Proposed Erosion Control Areas at John H. Kerr Reservoir, NC & VA

Purpose:

Topographic surveys of 21 erosion control sites of the John H. Kerr Reservoir shoreline to design a plan to minimize future bank erosion.

Time_Period_of_Content:

Time_Period_Information:

Range_of_Dates/Times:

Beginning_Date: 20090727 Ending_Date: 20090826 Currentness_Reference: Ground Condition Status:

Progress: Complete Maintenance_and_Update_Frequency: As needed Spatial_Domain:

Bounding_Coordinates:

West_Bounding_Coordinate: -78° 38' 27.3" East_Bounding_Coordinate: -78° 17' 08.2" North_Bounding_Coordinate: +36° 42' 00.7" South_Bounding_Coordinate: +36° 24' 18.4" Keywords:

Theme:

Theme_Keyword_Thesaurus: None Theme_Keyword: John H, Kerr Reservoir Theme_Keyword: Erosion Control Sites Theme_Keyword: Topographic Surveys Theme_Keyword: CADD Mapping Place:

Place_Keyword_Thesaurus: None Place_Keyword: John H. Kerr Reservoir Place_Keyword: Visitors Assistance Center Place_Keyword: Staunton View Park Place_Keyword: North Bend Park Place_Keyword: Rudds Creek Campground Place_Keyword: Rudds Creek Day Use Place_Keyword: Palmer Point Place_Keyword: Camp Kerr Lake

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Place_Keyword: Occoneechee State Park Place_Keyword: Henderson Point Park Place_Keyword: Kimball Point Park Place_Keyword: County Line Park Place_Keyword: Bullocksville Park Place_Keyword: Satterwhite Point Park Place_Keyword: Nutbush Park South Access_Constraints: None Use_Constraints: None Point_of_Contact:

Contact_Information:

Contact_Person_Primary:

Contact_Person: Stephen R. Wolfe, PLS Contact_Organization: Joyner Keeny, PLLC Contact_Position: Project Manager Contact_Address:

Address_Type: mailing and physical address Address:

Distributor:

Contact_Information:

Contact_Organization_Primary:

Contact_Organization: US Army Corps of Engineers - Wilmington District Contact_Person: James D. Jacaruso Contact_Position: GIS & Contract Survey Coordinator, PLS Contact_Address:

Address_Type: mailing and physical address Address:

PO Box 1890 69 Darlington Avenue City: Wilmington State_or_Province: North Carolina Postal_Code: 28403 Country: United States of America Contact_Voice_Telephone: (910) 251-4064 Contact_Facsimile_Telephone: (910) 251-4965 Contact_Electronic_Mail_Address: james.d.jacaruso@usace.army.mil Hours_of_Service: 0800-1600 Distribution_Liability:

The data represents the results of field surveys and data processing for a specific purpose as directed by the US Army Corps of Engineers. The data indicates the general site conditions at the time of the survey. As such, it is only valid for its intended use, content, time and accuracy specifications. The user is responsible for the results of any application of the data other than for its intended purpose.

Metadata_Reference_Information:

John H. Kerr Reservoir Erosion Control Sites 26AUG2009 Page 16 of 88

Metadata_Date: 20090826 Metadata_Contact:

Contact_Information:

Contact_Person_Primary:

Contact_Person: Stephen R. Wolfe, PLS Contact_Organization: Joyner Keeny, PLLC Contact_Position: Project Manager Contact_Address:

Address_Type: mailing and physical address Address:

PO Box 7533 1051 North Winstead Avenue City: Rocky Mount State_or_Province: North Carolina Postal_Code: 27804 Country: United States of America Contact_Voice_Telephone: (252) 977-3124 Contact_Facsimile_Telephone: (252) 985-6026 Contact_Electronic_Mail_Address: steve@joynerkeeny.com Hours_of_Service: 0800-1700 Contact_Instructions: Monday thru Friday Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata Metadata_Standard_Version: June 8, 1994 Metadata_Time_Convention: Local time Metadata_Access_Constraints: None Metadata_Use_Constraints: None Metadata_Security_Information:

Metadata_Security_Handling_Description:

No security handling issues are imposed on the metadata by the author.

Metadata_Security_Classification: Unclassified Metadata_Security_Classification_System: unknown

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PHOTOGRAPHS

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FIELD NOTES

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File details come from the government source that posted it. Updated Nov 14, 2017.