HomeMy WebLinkAbout02 BCCD Minutes and Attachments 02.09.1967 BRAZOS COUNTY
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viIJUTES- -CIVIL DEFENSE MEETING
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CIVIL DE ±'EJSE OFFICE
February 18, 1967 - Courthouse Office
Attending: Jake Canglus e Emmett Trant
Henry Alsmeyer Col. Graves
Fred Sandlin i'.r4. Pope
John Hill
Agenda:
1. Atteedance to 7th annual Civil Defense Council:
February 27 and 2$ and expense fund payment.
1. Alsmeyer: estimated = .$ -65.00
2. Canglose: estimated 10.00
Sandlin (no) Hill (no) Burns (no) Trant (no) .
II. Bills: Auxiliary police course 12/12 to 12/20 -
4 45.00. Paid 40/ Bryan, 40% Brazos County
and 20 % College Station- approved.
III. Radiological Defense plan: (approved as submitted:
Approved: February 1$, 1967, Jake, Hill and_Fred)
andl1ir .
IV. Medical Auxiliaries wives club.
firs. Lindsay- representing.
They have submitted a proposal to run a full
page publicity on Shelter Location and Warning
Signals and Tornado precaution rules. They
want to do this as a project -all expense paid
to this office and use their name as sponsoring
action: Approved: Hill -ok and Sandlin -ok.
Action,;: Firs. Pope attended and picked up literature for
reproduction and publications. ivir. Hill suggests:
assistance in Medical Self -Help Training.
Action: Promoting the Medical Self -Help Classes( 16 Hrs.
courses) .
VI. Preport on shelter prugran: H.A. Alsmeyer and
medical Self -Help.
I. All kits replaced with new ones -43 kits.
2. Shelter inspections: 90% of shelters have
been inspected. No losses reported.
3. Shelter managers course -Feb. 6 -7 -9. Ten
students completed.
4. Medical Self -Help- mrs. Petty- Instructor.
Ten Completed Course
Shelter use plan: For College Station, Bryan and Brazos
County. First come first served basis.
SIGNALS:
Fire siren Bryan
Fire sirens & Steam Plant whistle - -Texas A&M and
College Station.
I. ATTACK WARNING SIGNAL:
Three to five minutes wavering tone on sirens or short
blast on whistle. This mean an actual attack against this country
has been detected. All public fallout shelter personnel will
report to their shelters and prepare fur admittance of persons
seeking fallout protection.
II. ATTENTIuN OR ALERT SIGNAL:
A steady tone of three to five minutes on sirens and whistles.
This means a local emergency is imminent. Citizens should
turn their radios on to local AK or EBS radio stations fur
emergency information. THIS SIGNAL KEANS listen for local
emergeii:cy _ infQrmation such as tornados etc.
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InINZOB COUNTY
VIM DEFENSE
FILE CO'
LIINUTES---RURAL SHELTER FOR R M viONITuRING
10:00 A.M. February 9, 1967
Attending: Jake Canglose
Henry L. Alsmeyer
Mr. ificClure
kr. Neumann
Business: Mr. Newmann suggests use a culvert on surface
and cover with dirt.
Protection factr 47- 10"
Dirt on top.
Concrete 18"--PF-100
Tornado shelter in northwest, use concrete
wall type shelters underground, usually
8x8 on 10x 12.
H -111.5
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EXAMPLE PROBLEMS
CELLARS AND UNDERGROUND SHELTERS
TABLE III
Data Necessary for Analysis
1. Overhead weight - depends on cellar roof material. If material consists
of concrete and soil it can be read directly from table. For other
materials refer to mass thickness table.
2. Type of entrance. For straight in entrance use Table IIIa.
For baffled entrance use Table IIIb.
EXAMPLE PROBLEM 1
Data:
1. Overhead weight.
Roof material -4" concrete
6" soil
2. Type of entrance.
Straight in entrance.
Solution:
Step 1. In Table IIIa locate 4 inches concrete in left hand vertical
column and 6 inches of soil in the top row.
Step 2. Place vertical line of template over 6 inches on top line.
Adjust template vertically until horizontal line is under
4 inches of concrete.
X NCN ES OF EARTH OVErmv_
I OFFS 0 2 4 8 10 12 14 �'--
CONCRETE
OvERNEAO wsSCNr • 0 17 34 68 85 102 119
O 0 -- - -- -- - -- — — — - - —
c 5 0 -- -- oo -- - - - - — - - - -- — - -- 1 12
12 ,r Step 3. Read the PF under the box.
PF =155.514 ANSWER
H -III.2
EXAMPLE PROBLEM 2
Data:
Same cellar as example 1 except it has been modified with a baffled
entrance.
Solution:
Using the same procedure as outlined in example 1, read PF from Table IIIb
of(71.4.1<
NANSWER
EXAMPLE PROBLEM 3
Data:
1. Overhead weight - Roof material consists of 10 -inch railroad ties
side by side covered with 3/4 inch plywood and then 24 inches of
soil.
10 inch railroad ties @ 22 # /inch = 25 # /ft
3/4 inch plywood = 21/ft
27 # /ft'
24 inches of soil can be found directly in table.
2. Type of entrance.
Straight in entrance.
Solution:
Note that the second row from the top is the corresponding weight of the
given inches of soil from the top row. Likewise the column immediately
right of the inches of concrete column is its corresponding weight.
These weights are used when the overhead material is something other
than soil and concrete. Any combination of these weights which will
give the approximate total overhead weight will result in the correct
protection factor.
Step 1. Locate the approximate weight of the wood on the left hand
weight column and 24 inches of earth in the top row. The
weight of the wood can be rounded off to 25 # /ft
Step 2: Adjust template as was outlined in example problem 1.
jNCHE$ o'f EARTH OVERHEAD
INCHES Mal
C 2 4 20
OVERHEAD wE'GHT • 0 17 34 170 187 MAI 221
0 0 — -- -- - - -- - -- P� -
-- -- - -- - - - - 1 1 1 1 ` 7 0 7 1-
4
H -III.3
Step 3. Read PF under box of template.
PF =12071( ANSWER
Note that if the entrance had been baffled (Table IIIb) that the PF
would have reached 1 212.