S 507AB INST#130619 COASTAL BOUNDARY SURVEYFile No. 130619
PLAT
COASTAL. BOUNDARY SURVEY
To
The Public
Dated: MARCH 2O12
Filed: _12_ day of _JULY , 2012
At: 2:15 P M
Return: Filed in the County Clerk's Office
Property:_COASTAL BOUNDARY SURVEY OF LITTORAL BOUNDARY OF A
10.26 AC UPLAND TR IN THE WILLIAM ARNOLD SVY A-2 ADJACENT TO
ST 222 CARANCAHUA BAY
Slide 507AB
Filed bv: NAISMITH MARINE SERVICE
1- 18 x 24-$46.00
1- 36 x 48-$81.00
Page_767 (add. Pg$10.00)
Approved by CommissionsCoat oo1-12-12
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10& ACARNGL .
PONTACT THE
(s�iixo 4.76 van) F¢T JACEMTO ST222, CARANCAHUAMY
(a,aw,si'°U. sc IvxaAns) CALHOUN COUNTY, TEXAS
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Naismith Marine Services, Inc.
3765 South Alameda, Suite 205 taismith Marine Services
Corpus Christi, Texas 78411 Sea Floor Surveying
(361) 945-0248 www.naismithmarine.com
April 7, 2012
Report of a Coastal Boundary Survey for
A 10.26 Ac Tract on Carancahua Bay in the
William Arnold Survey, Abstract No. 2
Calhoun County, Texas
This report accompanies a map of survey dated March, 2012.
S a rn Houston,'
ii
T. Jan..9,1833
Vol 8-F 763
J`R.�rr:.es H
„�.. •j�., 3..�.�T. Jan". 27, 2
7. Ap-1 15,1833
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Survey area is in the William Arnold Survey.
10.26 Ac Tract, Page 1
Survey Control
Horizontal control for this project is based on the control point "CAMPO", a benchmark
near the survey area, and a 1" capped, steel rod set by Naismith Marine Services at the
project site. Multiple OPUS solutions at the 1" capped, steel rod were used to compute
coordinates in the South Central Zone of the Texas State Plane Coordinate system.
Datum is NAD83(CORS96), US Feet.
Tidal Datums
The tide gauge at "Port Lavaca" and five consecutive days of tidal observations at the
project site were used to establish MHHW (Mean Higher High Water) for this survey.
As referenced to this survey, the elevation of MHHW on the Carancahua Bay shoreline is
1.1 feet (datum is NAVD 88).
MHHW Survey
The MHHW line was measured along the shoreline of Carancahua Bay at the 10.26 acre
tract. The entire shoreline ofthe 10.26 acre tract is composed shell and shell hash,
except for the north east point of the 10.26 acre tract where rock was previously placed
for purposes of shoreline stabilization. Lines L27 through L35 indicate the area of
previous shoreline stabilization.
A man-made canal and berm border the 10.26 acre tract along the west boundary of the
tract. A 1958 aerial photograph shows evidence of excavation of the canal and creation
of the berm adjacent to the canal sometime prior to the photograph.
Additional research is necessary to determine ownership of the canal and berm.
Proposed Erosion Response Activity
The nature of the erosion response activities consist of:
1) Enhancing the existing barrier ridge protecting the wetlands by beneficially utilizing
stockpiled dredged material located onsite. All earth work will be conducted on uplands
and will not impact wetlands or waters of the U.S.
2) Build up the sandy shelly shoreline by adding fill consisting of beach quality sand.
3) Erect rock structures consisting of groins and breakwaters to protect the site from the
forces of erosion.
GLO lease #: CL 20040001
10.26 Ac Tract, Page 2
Northeast Shoreline
Southeast Shoreline
10.26 Ac Tract, Page 3
10.26 Acre Tract in 2011
1958 Aerial Photograph Showing Evidence of Recent Canal Excavation
10.26 Ac Tract, Page 4
Field Notes for the littoral boundary of a 10.26 acre tract described in Volume 329,
Pages 468 to 477, Official Public Records of Calhoun County, in the William Arnold
Survey, A-2, surveyed in 1830, adjacent to State Tract 222 in Carancahua Bay, Calhoun
County, Texas. Distances, Bearings, and Coordinates are grid, North American Datum of
1983, Texas South Central Zone.
Beginning at a point, N= 13,434,457.39, E= 2,799,420.85, on the MHHW (Mean Higher
High Water) line on the west shoreline of Carancahua Bay; from which "CAMPO" bears
5 86°53'38" E a distance of 15,874.32' (5,714.76v);
thence along the MHHW line the following courses:
N 02°42'44" E a distance of 12.81' (4.61v);
thence N 22"27'33" E a distance of 14.97' (5.39v);
thence N 36°10'21" E a distance of 42.13' (15.17v);
thence N 45°54'18" E a distance of 35.46' (12.77v);
thence N 41°33'12" E a distance of 30.17' (10.86v);
thence N 45"19'42" E a distance of 76.38' (27.50v);
thence N 49°46'30" E a distance of 45.10' (16.24v);
thence N 53°51'46" E a distance of 75.93' (27.33v);
thence N 47°26'12" E a distance of 43.69' (15.73v);
thence N 47°37'42" E a distance of 52.07' (18.75v);
thence N 49°24'08" E a distance of 77.02' (27.73v);
thence N 49°24'50" E a distance of 63.78' (22.96v);
thence N 50°05'08" E a distance of 46.73' (16.82v);
thence N 46°19'26" E a distance of 50.78' (18.28v);
thence N 49°59'10" E a distance of 35.37' (12.73v);
thence N 44"17'24" E a distance of 34.12' (12.28v);
thence N 45°19'19" E a distance of 50.32' (18.12v);
thence N 44"32'36" E a distance of 49.05' (17.66v);
thence N 45"08'07" E a distance of 64.36' (23.17v);
thence N 47°02'12" E a distance of 29.09' (10.47v);
thence N 39°24'46" E a distance of 30,10' (10.84v);
thence N 42°53'56" E a distance of 66.64' (23.99v);
thence N 38°00'42" E a distance of 18.14' (6.53v);
thence N 51°40'49" E a distance of 29.04' (10.45v);
thence N 68°06'24" E a distance of 13.54' (4.87v);
thence N 83°58'27" E a distance of 21.80' (7.85v);
thence N 69"13'25" E a distance of 14.75' (5.31v);
thence N 16°17'46" E a distance of 22.99' (8.28v);
thence N 21°58'47" E a distance of 22.92' (8.25v);
thence N 03°30'47" E a distance of 13.50' (4.86v);
thence N 19°57'28" W a distance of 29.30' (10.55v);
thence N 29°27'O1" W a distance of 23.23' (8.36v);
10.26 Ac Tract, Page 5
thence N 40°26'47" W a distance of 55.44' (19.96v);
thence N 31°45'48" W a distance of 26.52' (9.55v);
thence N 84"17'24" W a distance of 11.97' (4.31v);
thence S 77'03'04" W a distance of 15.20' (5.47v);
thence N 71°11'44" W a distance of 29.90' (10.76v);
thence N 60°30'00" W a distance of 24.82' (8.94v);
thence N 51°09'44" W a distance of 40.07' (14.43v);
thence N 44°37'03" W a distance of 51.49' (18.54v);
thence N 40°46'22" W a distance of 76.74' (27.63v);
thence N 43°22'07" W a distance of 61.35' (22.09v);
thence N 33°26'13" W a distance of 28.05' (10.10v);
thence N 21"52'44" W a distance of 25.71' (9.26v);
thence N 11'16'27" W a distance of 15.04' (5.41v);
thence N 03°19'17" W a distance of 24.13' (8.69v);
thence N 15'45'27" E a distance of 22.75' (8.19v);
thence N 07°20'21" E a distance of 14.30'(5.15v);
thence N 18`04'30" W a distance of 8.55' (3.08v) to the end point, N= 13,435,697,63, E_
2,799,916.43 , from which "CAMPO" bears S 82'12'41" E a distance of 15,498.44'
(5,579..4�44nv).
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0�t (4 , sl to
Jariies M. Naismith, RPLS, LSLS
Naismith Marine Services, Inc.
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10.26 Ac Tract, Page 6