37 of 1958 - Amending Title 18 of the R.O. 1955, relating to Health, by adding Chapter 10 to said Title, entitle JL4.08 200 1-58 Q.F
ROLL CALL✓✓r(rr(( Salt Lake City,Utah, JUN 17 1958 , 195
VOTING Aye Nay
I move that the Ordinance be passed.
Burbidge - .
Christensen . .
Geurts . . . .
Romney
Mr.Chairman f A1`ORDiNANCE
Result . . . .
AN ORDINANCE AMENDING TITLE 18 of the Revised Ordinances of Salt
Lake City, Utah, 1955, relating to Health, by adding thereto a new
chapter to be known as Chapter 10 of said title, entitled "SWIMMING
POOLS," providing for permits for construction and operation, prescribing
regulations for construction, repair and operation and for design in
construction, for maintenance of sanitary and safety standards and
for control.
Be it ordained by the Board of Commissioners of Salt Lake City,
Utah.
SECTION 1. That Title 18 of the Revised Ordinances of Salt Lake
City, Utah, 1955, be and the same hereby is amended by adding thereto
a new chapter to be known as Chapter 10 of said title entitled "SWII'DIING
POOLS," to read as follows:
"Section 18-10-1. Operation Permits. 1. It shall be
unlawful for any person to operate within the limits of Salt Lake City,
Utah, a public swimming pool, including a swimming pool in connection
with a motel, hotel or trailer, court without first having obtained a
permit for such operation from the Health Department of Salt Lake City.
2. Application for such permit shall be made in writing
71)
upon forms to be furnished by the Health Department, which shall
contain, among other things, the name and location of the pool, owner,
manager, proposed season of operation, proposed source of water supply,
proposed method of laundering, disinfecting and drying bathing apparel,
and shall further indicate that compliance with these rules and
regulations has been or will be effected.
3. Operation permits for newly constructed or remodeled
pools will be issued only after an inspection of the pool by a health
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• 14 108 200 1-58 Q.P,
-2-
department representative indicates that construction work has been
completed in accordance with approved plans.
4. Operation permits will remain valid until revoked.
5. Continued validity of operation permits shall be
contingent on, among other things, regular submission of pool water
samples and pool operation reports to the Health Department at a
frequency and in a manner prescribed by the Health Commissioner.
"Section 18-10-2. Construction Permits. 1. It shall be unlawful
for any person to construct a new pool or to change the construction,
equipment or appurtenances of any existing pool without first obtaining
a permit therefor= from the Health Department.
2. Before such permit is granted the applicant therefor
shall submit complete plans and specifications for such construction
or change, which plans and specifications shall be reviewed by the
Health Department and be either approved or rejected within fifteen
(15) days after their receipt by the Health Department.
3. If approved, plans and specifications will be stamped
with the Health Department approval stamp, and all except one set will
be returned to the sender. Simultaneously, a construction permit will
be issued.
4• Plans must be submitted in printed form, as stamp of
approval will not be affixed to tracings.
5. Construction permits will expire one year from date of
issue, and must be renewed at that time if construction work has not
been completed.
6. Approval of plans and specifications submitted will be
contingent on complete compliance with pertinent standards listed
herein, and on conformance to accepted design practices.
7. No contract for swimming pool construction or reconstruction
work shall be let and no construction work shall be commenced, until
a construction permit has been received by the builder.
8. At least one set of plans bearing the approval stamp of
the Health Department shall be available on the construction job at
all times.
` '
• Re�108 200 1.58 QP.
-3-
"Section 18-10-3. Design and Construction. 1. Pools shall
be constructed of smooth, impervious material, preferably concrete,
and shall have vertical walls.
2. Slope of the pool floor shall not exceed one foot vertical
in 15 feet horizontal in that part of the pool where water depth is
less than 5 feet. Maximum depth of water shall be at least 6 feet,
and where diving is permitted, this depth shall be as provided in
Section 18-10-6, (9).
3. A concrete walkway at least 4 feet wide shall completely
encircle the pool. The surface shall be slightly roughened to
minimize danger of slipping. Adequate drainage facilities must be
provided for the walkway.
4. Stairs, ladders, or step holes, with hand rails, shall be
provided near each corner of the pool, except that such appurtenances
will not be required at the shallow end of the pool if the distance
from the pool floor to the walkway at that point is 2 feet or less.
For small pools, one ladder at each end wil4se acceptable.
5. Any step holes provided at any point shall be of such design
as to permit easy cleaning, and shall be provided with drains into
the pool.
6. A man-proof fence, or other barrier, at least 6 feet in
height, shall completely encircle the pool area.
7. Bath houses shall be considered as an essential part of the
swimming pool facility, and shall be so located that bathers leaving
the bath house will enter the pool area near the shallow end. Bath
house design shall be such that bathers must pass toilets and showers
before entering the pool area.
8. Adequate toilets and showers must be provided to serve the
maximum number of bathers expected to patronize the pool at any time.
9. Bath house floors shall be constructed of impervious material,
v •
• 11.08 200 1.58 Q'P.'
-4-
preferably slightly roughened, and shall be adequately pitched to
floor drains. Design of bath house appurtenances and of floor drains
shall be such as to insure easy flushing of the entire bath house
floor, and quick removal of any water reaching the floor.
10. Sand lots and grass areas shall not be included within the
pool enclosure unless provision is made for bathers to thoroughly
cleanse themselves by showering before returning to the pool from
such areas.
11. Design must be soon as to exclude spectators from the bath
house and pool enclosure.
12. Pools shall be provided with complete recirculation equipment,
consisting of pump, motor, filters, chlorinator, and necessary
appurtenances, as outlined in the following paragraphs.
13. Exceptions to the requirements of subsection 12 can be made
for flowing-through pools in cases where the supply of water is
sufficient to provide the same turnover period that is specified
for recirculation pools, and provided that the water supply can meet
turbidity requirements and is compatable with approved germicidal
treatment, and provided further that introduction of fresh, treated
water into the pool is accomplished by the same type of inlet design
required for recirculation pools.
14. Filters, both sand and diatomaceous eath, either pressure
or gravity type, shall be designed for a filter rate of not to exceed
3 gallons per square foot of filtering surface per minute. Filtering
capacity shall be based on the combined flow necessary to provide
a turnover of total pool volume in a maximum of 8 hours plus a turnover
of wading pool volume in a maximum of 4 hours.
15. The most common type of underdrain for sand filters is a
central manifold, with laterals either perforated on their bottoms or
having umbrella-type strainer on top. Other types, such as the "Wheeler"
bottom, a false bottom with strainers spaced over the entire area at
regular intervals, or a porous plate floor are all satisfactory when
properly designed. Caution must be exercised in the use of porous
•
•
• R108 200 1-58 QP. `.. `
-5-
bottoms when dealing with waters high in iron content or with waters
softened by lime because of the probability of clogging. In all
types of bottoms, the design should be such that the loss of head is
relatively small in the manifold and laterals. Practically all of the
loss of head should occur at the final openings or strainers, where
the wash-water discharges into the filter. This will insure even
distribution of wash-water, and an even rate of filtration over the
entire area of the filter. The ratio of the area of the final openings
of the strainer system to the area of the filter should be about 0.003.
The total cross-sectional area of the laterals should be about twice
the total area of the final openings, and the cross-sectional area of
thenanifold should preferably be 11 to 2 times the total area of the
laterals, in order to minimize friction losses and to give the best
distribution.
16. (a) The gravel which supports the sand will vary in depth
according to the type of filter bottom and strainer system used,
except in the case of porous bottoms, where no gravel is required.
"Wheeler" bottoms, and other formed bottoms, may be substituted in
part for coarser layers of gravel. Total gravel depth will vary,
generally, between 15 inches and 24 inches, except in the case of
Wheeler, Leopold, or other formed bottoms, where the depth of gravel
can be reduced. The gravel shall consist of hard, rounded particles;
gravel with flat or elongated particles shall be rejected. The
coarsest gravel should be 22 inches in size when the gravel rests
directly on the strainer system, and should extend above the top of
the perforated laterals or strainer nozzles. Not less than four layers
of gravel should be provided; suggested sizes and depths as follows:
Range Depth
2-1 to 1-1 inches 5 - 8 inches
1-2 to 3/4 " 3 - 5 "
3/4 to 1/2 " 3 - 5 "
1/2 to 3/16 " 2 - 3
3/16 to 3/32 " 2 - 3 "
Total Depth 15-24 inches
(b) Filtering material shall be clean silica sand having a depth
of not less than 24 inches and, generally, not more than 30 inches.
16r,1b8 200 1.58 Q�.P .
. ..
-6-
Effective size shall be from 0.35 m.m. to 0.55 m.m., and uniformity
coefficient shall not exceed 1.7. It is desirable to use a 3 inch
layor of torpedo sand as a supporting medium for the filter sand. Such
torpedo sand shall have an effective size between 0.8 m.m. and 2.0 m.m.
and a uniformity coefficient not greater than 1.7.
17. Wash water troughs shall be provided for all gravity filters.
The bottom of such troughs should be above the level of the expanded
sand during washing. The distance of the top of the troughs above the
sand surface should be equivalent to the rate of rise, in inches per
minute, of the backwash to be used, or 24 inches. The capacity of
the troughs shall be such that they will carry the maximum rate of wash-
water with a 2 inch freeboard. The top of the troughs shall be level.
Troughs should be spaced so that each trough serves the same number of
square feet of filter area, and so that the maximum horizontal travel
of suspended particles to reach a trough is not more than 3 feet. The
level of the filter wash water trough lip should be at least 30 inches
lower than the level of the overflow trough lip in the pool. Troughs
shall be proportioned by the following formula:
Q = 1.91 b (y1 / L tan a)3/2
Where: Q = carrying capacity of trough (c.f.s.)
b = width of trough (feet)
l nth of tat tr end (feet)
L = length of trough (feet)
a = slope of bottom of trough
A pipe may be used in lieu of a wash water trough in pressure
filters. The pipe opening shall be located a distance above the sand
surface equivalent tothe rate of rise, in inches per minute, of the
bachwash to be used, or 24 inches.
18. Filters and appurtenances shall be so designed that a filter
wash rate of at least 15 gallons per square foot per minute can be
obtained. Drains and sumps shall be sufficiently large to accommodate
the maximum wash water flow without surcharge.
19. Pressure diatomaceous earth filter shells shall be provided
with four ports equally spaced around the tank circumference at a
level not lower than the midpoint between top and bottom of the unit.
AeT'108 200 118 Q.P.
-7-
The ports shall be at least 6 inches in diameter. One 6 inch diameter
port shall be located in the filter shell near the bottom.
20. Diatomaceous earth filter installations shall be so
designed that water can be recirculated through pumps and filter
units during the pre-coating process and so that each filter unit
can be precoated individually.
21. The filter room shall be readily accessible to the pool
proper so that all recirculation equipment can be easily supervised
by the pool operator.
22. Gravity filters shall be so designed that the pool operator
can conveniently observe the filter bed surface throughout the entire
filter washing process.
23. The recirculation pump shall be of centrifugal type, with
full-head capacity of not less than the maximum total filtration rate.
24. A suitable rate of flow indicator shall be installed in such
a position that both filtration and filter wash flows can be determined.
This device shall be so installed at flowing through pools that the
total flow entering the pool can be determined.
25. Suitable loss of head gages shall be provided for measurement
of lost head through filters. Properly designed pressure gages will
be acceptable for this purpose.
26. An overflow trough at least 22 inches wide and 3 inches
deep shall completely encircle the pool. This trough shall be
pitched to adequate strainer-equipped drains located at 10 foot
intervals around the pool. Drains shall be connected to 6 inch piping
through 2 inch minimum individual drain piping. A smaller than 6 inch
pipe can be used on small pools if designed to carry entire recirculated
flow. For gravity filter installations the main overflow trough drain
line shall enter the recirculating system between the filter and a valve
located in the main swimming pool outlet piping. For pressure filter
installations this connection shall be made between the pump and a
valve located in the main swimming pool outlet piping. An auxilliary
valve connection to waste is permissible, if desired.
A T'l0s 200 1-58 Q.P.
-8-
27. A chlorinator capable of continuously feeding chlorine to
the recirculation system at various pre-determined rates shall be
included as part of the recirculation system. Such machines shall
also be provided for treatment of the water entering flowing-through
pools. Maximum chlorinator capacities shall be based on a feeding
rate of 6 parts per million.
23. A suitable means of introducing filter alum (or other co-
agulant) and soda ash (or other alkalinity-producing chemical) shall
be provided. Flowing-through pools need not be equipped with such
devices unless filtration of the water is necessary for compliance
with water quality standards.
29. Suitable testing equipment, in good repair, for determination
of hydrogen-ion concentration (pH) and chlorine residual shall be
provided.
30. Vacuum cleaner equipment for removing sediment from the
pool floor shall be provided. Recirculation piping shall include
suitable connections for this equipment, or a portable, self-contained
cleaner, complete with pump, shall be provided. It is suggested that
the portable, self-contained unit be provided for all pools designed
with diatomaceous earth filter systems.
31. Hydraulically balanced multiple inlet orifices shall be
provided for introduction of treated water to the pool in such a
manner as to insure complete distribution of the purified water through-
out the entire pool volume. Only easily removable orifice inlets
will be approved. A spacing of 10 feet or less between inlets will
be acceptable. Inlets should be located in the pool wall near the
floor, with discharge parallel to the floor.' Inlets will be considered
to be suitably balanced if maximum variation in flow between any two
orifices is less than 10%. This can be accomplished by designing
orifices for a head loss of 15 feet and limiting friction losses in
inlet piping, which must form a complete loop around the pool, to 2z
feet, based on normal recirculation rate.
32. A suitable factor of safety in design of main pool outlet
drain line to insure free flow of pool water to filter shall be
..�
Rk..'08 200 1-58 Q�P .. w..
-9-
provided, based on the total recirculation rate, or the filter wash
rate, whichever is larger.
33. Total area of openings in outlet gratings shall be such as
to result in a velocity of flow through the openings not to exceed 12
feet per second at a flow equal to the maximum total filtration rate.
34. Physical connections between the pool recirculation system
and any public water system are prohibited, except in cases where
adequate safeguards to prevent accidental flow of water from the pool
recirculation system to the water system are provided. A suitable
safeguard consists of a double gate valve, double check valve assembly
with a bleeder located between the valves. For pressure filter
installations, discharge of filter wash water to sewers shall be
accomplished through a trapped sump which will provide a suitable air
gap between pool recirculation piping and sump overflow level.
35. Drinking water available to pool patrons shall be drawn from
a source of supply approved by the Health Department.
36. Toilet and shower wastes from bath houses shall be discharged
into public sewers or into an approved individual sewage disposal
unit consisting of septic tank and sub-surface drainage field. Plans
for bath house construction shall show complete details of sewage
disposal design in cases where such units are necessary.
37. The provision of foot baths is optional. If provided, they
shall be equipped with an adequate drain, or shall be of a portable
nature, and furthermore, they shall be kept clean and properly
supplied with a disinfectant solution of approved quality and strength
at all times when the pool is open to bathers.
38. Water Quality. Bacteria count on Standard Nutrient Agar -
24 hours - 37 degrees C. and Confirmed Test. Not more than 15% of the
samples covering any considerable period of time shall contain more
than 200 bacteria per ml. or shall show positive test (confirmed
test) in any of five 10 ml. portions of water at times when the pool
is in use. Analyses shall be made in accordance with the procedures
recommended in the latest edition of Standard Methods of Water and
Sewage Analysis of the American Public Health Association.
RR'108 200 I-58 Q.P.
-10-
39. At all times when the pool is in use the water shall be
sufficiently clear to permit a black disc 6 inches in diameter on a
white field, when placed on the bottom of the pool at the deepest
point, to be clearly visible from the walkways of the pool at all
distances up to 10 yards measured from a line drawn across the pool
through said disc.
40. Pool water subjected to chlorine treatment shall at no time
while the pool is in use contain residual chlorine at any point in
excess of 0.75 p.p.m. Pool water treated by the chlorine-ammonia
process shall at no time while the pool is in use contain residual
chloramine at any point in excess of 1.0 p.p.m. It is recommended
that chlorine residuals be kept above 0.35 p.p.m. and that chloramine
residuals be kept above 0.5 p.p.m.
"Section 18-10-4. Wading Pools. All of the provisions of this
chapter shall apply to Wading Pools with the following exceptions:
1. Bath house facilities are not required for wading
pools.
2. Overflow gutters are not required for wading pools.
3. Water depth markings and throwing ring-buoys are not
required for wading pools.
4. Wading pool construction shall be such that vertical
distance from the top of the curb to the pool bottom shall not exceed
8 inches at any point on the pool periphery and shall not exceed 24
inches at the deepest point in the pool. Slope of pool floor shall
not be otherwise restricted.
5. Wading pools need not be enclosed within a fence,
, although this is desirable.
6. Vacuum cleaning equipment is not required for wading
pools.
7. Wading pool outlets shall be designed as sand traps,
and outlet and inlet piping shall be so designed as to permit frequent
draining and flushing of the wading pool.
14".''108 200 I-58 Q.P. ar ..� ✓ V
-11-
"Section 18-10-5. Hotel, Motel and Trailer Court Pools.
Swimming pools constructed in connection with hotels, motels or trailer
courts, for the exclusive use of patrons thereof, shall conform to
all of the requirements of this chapter, except that requirements
specified in subparagraphs 6, 7, 8 and 9 of Section 18-10-3 are
modified as specified in the following sub-paragraphs:
(a) Bathhouse facilities need not be constructed in
connection with hotel swimming pools, however, each patron shall be
informed by suitably located sign, or by other satisfactory means,
that state and city regulations require him to bathe or shower
thoroughly, using the private facilities furnished with his room,
before entering the swimming pool.
(b) The fence, or other barrier, surrounding the pool may
be modified in consideration of architectural and landscaping require-
ments provided that such fence or barrier must adequately fulfill the
function of completely excluding spectators from the pool enclosure.
It shall have a minimum height of 3 feet.
(c) There shall be installed at the entrance of the
swimming pool, constructed in accordance with requirements stated in
the foregoing paragraphs, a suitable footbath, provided with a constant
flow of water from the pool recirculation system.
"Section 18-10-6. Safety. 1. All parts of swimming pools,
including their premises and appurtenances, shall be designed,
maintained and operated with strict regard to the safety of bathers and
operating personnel.
2. An adequate number of life guardsORTMEZDMMMEXEMIXEMIC
7113130 IXIXi )shall be on duty in the pool area at
all times when the pool is open to bathers. One or more elevated
life guard chairs shall be provided to permit unobstructed view of the
total pool water area by lifeguards.
3. At least one throwing ring-buoy, attached to a u inch line
equal in length to the pool width, shall be kept at a convenient
point in the pool area at all times when the pool is open to bathers.
4. It is recommended that ropes equipped with floats be extended
•
14•108 NO 1.58 Q.P, l., �-/
-12-
across the pool at the 5-foot depth, and at any shallower depth where
slope of the pool floor changes or where pool depth changes abruptly.
5. Easily read water depth markings shall be provided on the deck
or on the pool walls above the water line. These markings shall be
placed at the shallow end, at the deep end, at the point of maximum
depth, at the five-foot depth, and at any other location dictated
by the interests of safety.
6. Lighting facilities, either natural or artificial, shall be
such that all parts of the pool floor can be easily seen from the
deck at all times when the pool is open to bathers.
7. Diving boards and towers, when provided, shall be rigidly
constructed and securely anchored, and shall be covered with non-slip
material.
No diving board or platform which is elevated more than 10 feet
above the pool water level shall be made available for general public
use.
8. At least 13 feet free and unobstructed head room shall be
provided above diving boards and towers.
9. Pool water depth in the diving area shall be not less than
8 feet, and in cases where diving platforms are elevated more than 8
feet above the water surface, such depth shall be not less than 10 feet.
10. A properly equipped first aid kit shall be conveniently avail-
able at all times.
1�- The pool management shall be responsible for prohibiting
boisterous or rough play, except supervised water sports, in all parts
of the pool, bath house and appurtenances.
"Section 18-10-7. Sanitary Control. 1. All parts of swimming
pools, including their premises and appurtenances shall, at all times
while the pool is open to bathers, be maintained in a clean and
sanitary condition.
2. All patrons of the pool shall be required to take a cleansing
shower bath before entering the pool.
3. Persons obviously afflicted with a communicable disease or
'x ios 200 1-58 Q.R
—13—
infection shall be excluded from the pool.
4. Common towels, combs, brushes and drinking cups are pro-
hibited.
5. All bathing suits, towels and bathing caps furnished
patrons at the pool shall be laundered, disinfected, and dried in an
approved manner before re-use.
6. Tobacco, food and drink shall be completely banned from the
pool enclosure.
7. Bath house floors and appurtenances, as well as pool decks,
shall be scrubbed at sufficiently frequent intervals to insure
cleanliness at all times. Disinfection with chlorine solution or other
germicide shall be accomplished regularly.
8. A written record of all operations influencing sanitation
of the pool shall be maintained by the management and kept at all
times available for inspection by health department representatives.
"Section 18-10-8. Penalty. Any person who shall fail to comply
with any of the provisions of this chapter shall be guilty of a public
offense punishable as provided in Section 26-1-7 of the Revised
Ordinances of Salt Lake City, 1955.
SECTION 2. In the opinion of the Board of Commissioners it is
necessary to the peace, health and safety of the inhabitants of Salt
Lake City that this ordinance shall become effective immediately.
SECTION 3. This ordinance shall take effect upon its first
publication.
Passed by the Board of Commissioners of Salt Lake City, Utah,
this 17th day of June , 1958.
VrQ
( S E A L )' �� �
BILL NO. 37 f 1958.
Published June so, 1958
1
Affidavit of Publication
STATE OF UTAH,
ss.
County of Salt Lake
D M Ockey
Being first duly sworn, deposes and says that he is legal advertising
clerk of the DESERET NEWS AND SALT LAKE TELE-
GRAM, a daily (except Sunday) newspaper printed in the Eng-
lish language with general circulation in Utah, and published in
Salt Lake City, Salt Lake County, in the State of Utah.
That the legal notice of which a copy is attached hereto
Salt Lake City Bill No. 37 of 1958
An Ordinance amending title 18 of the Rev. Ord,
relating to "Health"
was published in said newspaper on June 30, 1958,
gal Advertising Clerk
Subscribed and sworn to before me this let day of
July A.D. 19 58
2
Notary Public
My Commission Expires
NOV, ZS, l.96L
379
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ESERET NEWS AND TIe
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ll he is d 1 after 'oa h.. e t Led log f tlGideon.. -1-t It.
t ;lh 1 I 11 I1t to13 Exceptions hnnecus shall Ile
inivits f b. lI 1 I t -d t
Dt- tth L 'l I t -1 n s made f floutingth 1 I Il c-f 10 t t l
ex-
beencommitted ec d d Ih t l d be
d. t C 1 t t.'
with J turnover
t t - d thegent C -
4 O I 't shall to for Iperiod that is 1 t d stdu..:s be Cent oho,
too e
main I unlit kd t tub' d .oi
ContinuedWild',be t 1 O All of Fla 1s at 1V t. Roots.
t nt u I t b a ' t ., pp
other
on, ninon, thin, 1'r to with d I shall silo t _� Ids sl 'ls
b rI Jp`i t 1 E.
I 1 t the 1 ' 1 etfrost, I the on and non t
11 .i D t t yt t - 1 Both h t c not
dn a maim, ow b I hem-rot1;I I U h 1 f
I 1 I 2 0 .f t
•ID k •n,.G mined f.
i Lt s L t id F ill both sand el Fat
i wadi,pools.
Pin on It II I ll mt., ii 11 depth l
f t t 1 t.thelonstruct t t f IL V t t [t t t d 41 f l I o d 1 t
equinronot 't f f [ f I t Wading 1 t-
env existing1 without flint I :Ice 1y. Tilt..., shall b• Motpool
a I
I t 1 t1 J t- ca-
nnily shall b based the t I [ 1' h
th }2.notion,
th D M1 f. I flow 'd the o I both,. 1. I t
to cll the:,for shahbtr�`. a 1 I t nee;
1ti t1 •to II maximum or t ! t ,6 Yawns 1 oi�t.n< 25 ti 1 t tk-1'll
oot ow.
f '1 construing. v f 1 h 1 1 ,t1,001
whirh Ih f l I�t. Ph t - i nct.b festinatedeepest ..
1 I D ' < f - d 11 5 n .
Proved or-I h h tl f h 1 fence. -Itho.leh'
l I - rt t 1 . their bottoms I a definable
th 1 days aft. Il l 1. 6. Vacuum eh
:doing li Ilh D t t. tag 1 l t -
nei s If- 1 I' 1 - _ t I Oth - h the tot - 0001,Lions v II 1 't I with hr kl el 1 It 1. I [ ) Va d 1 outlets be
]I Ith Ilc n�t bn 1 1 1 I _ t tl d
. .
dons.
1 t l t
stand, 1 l t t ''ll to oleo et la I L ls, inlet ClI b
I L 1 t h plate floor ]] Fat tictoticot aim,
f L I hP
a far c .s Fat uctto, - Id fanning or t wading
eh-lotion t be -d the
will} I
4 Plan. I h [ l o I . . 'Section 1
will t h':
lf^ - dballet [ Pools
DI trot b with 1s f
will nt 1 [ I t I .t
5.C sf II L l hotels. it lion.
I tt I all 1. f bottom.
I
_ 'a
11 le I h 11 1 1 1 1 t [ h: t
1 ,1 b I that of I 1 e 111 n
if t'. work h, t been Eng r a t tench. Into 1.• u 1 . ;
Neetrinttted f 1 - ltl t ie loss( l f hum'
n :ed i h ,
Inetmminos
h t 1 11 11 ,1 t- the h [ J 1 1 too 0 ol Section ell I II t.q
t o 1 0i.s h 1 f
with Brian/oil
l ed Vi10 10PUIC cyr11 dis,Motionf ta) bat h i l t
h - and [cum t - o 1 t 1 : f t t be t td_ in!!!!o t
cont. 't filtration -thet - 11 hotel 1 1
R.I N t cont wen f rations. 1 1 lithosTh -t nai h h h II I t
k.h tl 1 1 4 d t the(" 1 If the -t' t I V suitably I o I d
thin shall I J. t t the f the. filter 1 it 't. tl t
t h d I t 1 I I i 1 - l
h hl con r roost,
h 1on 1..1.119,I s sonfiill C :Montintal - cf t tl. annals
- 1-1 1 int t Mtn town tomougn
o food.,N.A.ell the of 1 thud d het Ic t I _ bone, -
h 1 1: inched
1 R D t u,t oltl,uh.t he l n I ,5 b1's'hg. -t ba
Piiilli t tilet Iii ?, Woos thetl f dia, au:condo,the ocol
tiMa, 1 berets in IB lot D 11.11 f 1 r lc Id o hest 1 final t l 1 I t
ee
C of 1. Poots
constructed tcf tlbl vtc Mete .nrl such fence
.,.1L0.(a) The Stavel which SUP Ioi t!. function of adequately
lately fulfill
eg-
g/mill have widen!walla. cludlne.s rotors ei otn the noPi
2 SI r [tl. .1 f '1 nit l tie-It shalt hove -
t o d -f Loci I he tnum height f i feet.
fact ho i t l I t t fii,r. 1 Th e shall beinstalled at
1 L r thl I I.�0 t t the swimming
thent [ J constructed
ii, accordance
with t a all sated is the
antcgoicl I'n S f th lh.mounted I'.h . tent
11 11 t.ctt Set •
tes lA.-I. I nor,.water fio. thel ife.i
S of
1F Refs, tde
d'.
td o .le
untie:
r dt t DO stilt, o.. inn eaten de datlte:� .:itU c_n�atw
n,.tnrnr 1.
37
11 Ile sO
L ? 1 11 b.`o I I f-I,
u.
1 al
M,Snit lake City,Monday,1� e I �I I I t it I m o : '1
--- -- - 1 tl ,nLtl:r lal I tlrl t 7 „
3 1 I ..1
Legal t o ices ltlht both Iltl so 1Inma[ h t t one D h
1 I b u i I 11 th i I h.
Portsthe t Will h lh i I- o I nil 1 I t
'ci thet' t II d t tl s 1 t all t t cn 1
erto aim i .3l t 1 L t Il t the the 1 t b h
crin 1 t i l I Y 1 u l d h:
loins,001 1 1 I .I.om:, and utnet II I11 ire 1 p t ;.4 '1 tt0 a• �1 0 i 5 fool 111.1
f .1 b i ( i f I t l 1 1 hill 1 a ld l sI lio h i re
toted t1 - 1 1 1 ur a ,1OP th of flood t rsl
wand. 1 n will 1 th i o 1 1 t changes
vary.innetrol Y.U h 1G Afl I abr t
2 the L deed
5 L 1 d t I rIh
Wrt 1 t i]ne ke 1 !shall t d d l_h. wad leek shall b 1 the 1 dl.above
h I h l be oil 1 ih t 1 11 tt,r
t move, it It 1 1 I LIU t ] _Ia h_ }11 i�
( -"l 1 1 A c lln I II I. at lh d n▪ erg', .t the fiv.• o',rt..itttl -�I. be 1 h t'.i1.iil..h _
nId 1a 1 - a. �' icumni .d at ether loot
h L' h h- A toraller d o than
11 i be Lion dictated by the 1 hosts ot
rests I 1 ie d n salts,
ei system, 1 :h , I 6 L I l facilities. tl nat.carry northons the rat.
h the t f'1 :llt
t f It It flew Tor ora1 1.1 shall ob
overflow
l _h )' III that all the t flair
[ou1tl1 L f r. t enter Itl (damee st I t I J. al I II vi th 1 is
d F: ll h b 3..
2I Vs La 1/ i tll . thison., fanitIV Per pret,ute filter wh 11 -1 I li b ;llY
1 to 4 t t when d 1 anchor..
/ IAl I I t d P a, construe,.
shall b 1 1 slur
VA lb t 1 1 ' -
J/11 to i I 1 r i i 11 u 1 r,IA t- h rt boeir is ard d mor om Chun cl li
Total I) h 15 1 h ` ? 1 L_ F c I th 1 1 'yen'.
es
h)1 t I shall I 1 ( 1.t 1It t F:l i-11 d. l free
[ lin-
tel,. sand 1 <I 11 i -� & At l 14 feet f 1 r
f t l 4 1 c I l Is I head51,111 be
uurrsch`I -tlh I�+ t hf shall lso towel'provided b d hoards s and
tthrall t (1.7.it water en. f ht ,t f 1rfn .,0 , 1 ma shah:t. bdepth t 1 than
deniable u1 loser
i 11 L b 1 feed 8'cot h - I'
t t 'n I i 0 1 1 isl.t elevated than
C clr 8 A suitable , o,_ C b the t - 'I,.c
t. a u l I d f z inch depth hall be t less than
tn. S/SlA beAWA ell a h 111 Ill alln , t 1 1 W-c 10
) .r I nl t i ) 1 A rl tl fast
atd I t shall b Iy
lit Wrath tl t 11 shalt I. b 1 be P lh a I l] t all times
1 -'d� f 1 1 ] f11 t [ iA 71• 1 -t hail
hntl h l J Mr t f l c responsibleI 1 1 bop
b olio,11 I- r I II ph ..h w uali.y_aro ter 1 i t s-
'd tJl 1 ',.1 2't Suitable f 1 lierwred r,bath ater h c and l a00uaI torten s
1 1 1 t I. is 1 f I I ten
Iof h
1 'tics 1 t tl -�er ennui., l I b H d .1 io o re.,idual..halltinc lsol 1 A/910 Saone./-I C1i�6
l o b d I 1 L 1.
8U Y 1 na �0 1 1 1 ..11 i t 11 °tl
1 tamer. th illl u❑no m I :f - o n 1 u• 1 b0 tl:r
f iamb-water 1. 0:peel 1 shall l d d Re I 1 -nd
tine
tt d'el [ b 11 [ f st i it fl llh'. 1 po s.a 11 ttll I lh P I hall
h t' b 1 Il I t 1 q ,1 be' rl to t o 1 should tl ;hail eho nth he[ t ter:ux the
I j
t . theb - I b 'd tl I tope m,I
f f It'' 11 l i
c,sett,contained unit Lh to I [I d d all rootsd e.1 indisease
travel:f ' .d 1 I I �v math filter rof shall 11 bexcluded �I
J f '11t 1 I f tlif ti' ,si
water11 :I I tl, 1 A 1 li b I. d ul I thcl I I.' be
l ❑ i Ina t f shall be br n • 1 mt 1 a
1 I f thefl v 1 I h the
th r yvr I tl I1 h t_ t a 'a l Alt h
id
tl' c 11 rfefolk I k � tticcrorhete di Lot I f r b.l - [tartish.oat at I
H.noel 11 be lareoleted.Ms ia tiosarght.th atal milt., irleetvd,and Mien approved
!
e}-.11L It ly3 if,lati as 10y O I I -f e
Whale: Q .Yt , 1 911y of
I„v it 1 A,n inb T b t ed 1 d I, hall
I, ,1(c 1.) n[ 0 t 1 ) be 7tl banned fro. the
b kith of trough I he b t 0 ttl 1 I ]Il noRl a Ih 1 no., d
( ) II I •fth I t o f 11 I I cI s.
YI depths tlr oft uhh nU to 1 [ frets he co ,shall I ▪ bl -d t n fitly
sod feet I I -1'b I. it t fm tcrv`1 t ctomh
1 1 ti of t'ut.11 r, I hie- I '.f t ton
f i e f 1,tt,nt of 1 sh 1 l ibv e.. 1 b n e shun h nrrom nii.hcd
tr.,nh far c 1 'I
d l £ f t d 1 :t ran r 8 A Ilt tl ( II
A n i Irated l f r t i _ .,
f i µ, 1 ,at I f the
complete l 1r 51.11 ho ordintained Isy the
stir,:11 1 ,1-II 't I I 215
I 1 I d 1 1 I h. J n:t I tan[n`t, De bl [ 9 i [ b lI alth
b fi I 1? A • c £ y all noom
Ur t 1 note.es
t ( n 1 ( t t - 18108 1 l AnY
I of L i hused. f ii • f I t 1r h shall foil t
t water L f h i1 1 1 d, I Pl Ih f tt of
,1 4i lt. 1 I rev tim the fetal a'l.iwn th h t sl.ii 1 ll. -f r
'hall he : Ur tilt. al is It ....sh rate. „ethic [ n 1: le a o-
-d wl h I.; n'toed S_n. '2.1S of the
1 Rc i Ordinances Salt Iahe
rl 1 flot.
per el I infante
m shot Iou t L 11 b h !CM 1955
Mita.I tff t 1 t , to I. :1. IY T11N 2. 1 the 1 of
1a4. rh .h w.itm I em th.t t I theI t l f Cu . it i
1 ! � i I t 1 nr t tile 1 h nJ
trArl t-I
19 fr Lot 1 r- L: Cif that Ill h f hal
It. shells shall ; t) 3 Physic,
f r1 ur,i II, 1 _ to '..tc.t4and ren nSC(,fION 3.TI. lr lv
shah
the n nk eiremotarence t level I tel. t uno, its tiro nubli-
Inkvelt than the pod...,
t _ and
1 1 it l bottom l l G re 1 1 ] f f at of;:ill 1 C Utah
nichesI .t O " t to th f'!h ! 1 58
diameter l shall be ti l i t l In l r I.., el i A AIJItI:L 1 J1\VAttT,
t tl n 11 r r
Y0. t I f I Cnl 1le t b. 1 I d bleeder to II �I 1 1.110151,
i„Ih orrier
tall tl shall 1 1
that :1 1 1 wheal 1. a wills re:' I1;lLL NO '1 of 1.58
th V11 i TAIL, tY Jit off.(inter ,ll� , tits _Published Tone 3D,19u8 (G507
is fd I falter,r, t can he rr ei�'i e,n
tl:. t:2 n d
ll. '1e m i..II o th l
Ili L i Ib rl. or is
rf I
iil nl I all .0 c v i na i1 t
.III. e ^i n.td by
tl
oilof .:���I t�110111
JL. .inor.cl n.,..rs
37