23
Number, type, size, and location of surge tanks. (In-
None.
dicate whether restricted orifice, throttle, different-
ial type, and so on.)
24
Any information pertinent to the major subject which
Powerhouse structure: Reinforced concrete,
would not logically be included with any of the
conventional type with roof over crane and
items not previously listed.
25
Source or sources of data. If different for various
a. "The Pickwick Landing Project, Tech Re-
items, list numbers in groups corresponding to the
port No. 3", prepared by the Tennessee
source.
Valley Authority (TVA), 1941. All items
were extracted from this book except those
noted in item b below.
b. "Engineering Data, TVA Projects, Tech
Monograph No. 55" prepared by the TVA,
March 1948. The following items were ex-
tracted from this book: 11 and 14.
26
Completely reliable.
27
Accuracy of data.
Probably true.
28
Military Hydrology Branch, Washington Dis-
trict CE.
29
Inclose pictures, maps and drawings depicting the
a. Pickwick Landing dam (aerial photo) (fig.
location and other features of the major item.
11).
b. Pickwick Landing dam: plan elevation, and
30
5 Oct. 1953.
21. Flood Protection Structures. Local Protection Project, Huntington West Virginia. ("Flood protection structures",
in terms of Military Hydrology, are such structures as: levees, dikes, sea-
walls, flood walls, and so on, but not dams.)
Item No.
Requirement
Compilation
1
Name of structure or name by which it is identified.
Local Protection Project, Huntington, W Va.
2
Name of geographical area or flood plain protected.
City of Huntington, W Va.
3
Country or countries, state or province, and so on,
US W Va.
in which the major item is located.
4
Main river basin in which the subject is located.
Ohio-Mississippi.
5
Name of stream or body of water which causes flood-
Ohio River.
ing.
6
Distance and direction from a city or some other de-
At Huntington, W Va.
finite geographic reference point.
7
Distance from the structure to river mouth or some
Ohio River 305 to 313 miles below Pittsburg,
other stream-reference point. (Not always appli-
Pa.
cable.)
8
Latitude and longitude of the major item.
3824'N, 8228'W.
9
NI.
10
Date structure was completed.
21 Dec. 1943.
11
Type of structure and material of which it is con-
Concrete wall and earth levees.
structed (Levee, dike, seawall, and so on, and
whether rockfill, masonry, wooden pile, and so on.)
12
Indicate whether structure is on left bank, right bank,
or both banks, if located on a stream. (The "left"
bank is on the left looking downstream.)
13
Total length of structure.
Concrete wall: 20,100 ft; Earth levee: 19,400
ft; Total: 39,500 ft.
14
Give maximum, average, and minimum of height of
Figure 24.
structure above base and thickness at base.
Height
Maximum
Concrete wall: 20 ft.
Earth levee: 63 ft.
Average
Concrete wall: 15 ft.
Earth levee: 21 ft.
AGO 3898A
33