HomeMy WebLinkAbout28 Amato Drive (13)CONNECTICUT STATE DEPARTMENT OF HEALTH SERVICES ENVIRONMENTAL HEALTH SERVICES SECTION
SOUTH WINDSOR, CT. : EXAMINATION OF PLANS AND SPECIFICATIONS
S UBJECT POR A PROPOSED RENOVATION OF A PUBLIC SWIMMING POOL LOCATED AT
WESTAGE CONDONINIUMS
To: Laurie Gokev, M.P.H. , Acting Chief Sanitarian
Environmental Health Section
From:
Environmental Health Services Division
Frank P. Homiski, Senior Environmental Sanitarian
Recreational Health & Safety Program
Environmental Health Services Division
APPROVAL ISSUED January 5, 1990
LOCATION: Amato Drive
ENGINEER OR ARCHITECT: Peter J. Zanini, Jr. , #7660
POOL PLANS RECEIVED: 11/3/89 REVISED PLANS RECEIVED: 12/26/89
POOL CONSTRUCTION FIRM: Splash Pool Supply, 637 John Fitch Blvd. (Rte. 5) ,
South Windsor, CT 06074
APPLICATION SUBMITTED BY: Thomas J. Martin, Manager, Westage Condominium
Assoc. , P.O. Box 789, South Windsor, CT 06074
PROPOSED CONSTRUCTION: Existing, indoor, kidney shaped, constructed of steel
reinforced gunite concrete, to be provided with high rate sand filtration and
hypochlorination equipment.
WATER SUPPLY: MDC
RECOMMENDED MAXIMUM BATHING LOAD: 460 Ft.2 = 18 Bathers
25 Ft.2
PLAN DIMENSIONS & CAPACITY: 17 ft. 4 ins. x 32 ft. 9 ins. : 460 Ft.2; 16,250
Gallons
SLOPE OF BOTTOM IN SHALLOW AREA: 3.5 Feet To 5 Feet Water Depth In 18 Feet
Linear = 1:12
SLOPE OF BOTTOM 5 FEET TO MAXIMUM DEPTH: 5 ft. to 6 ft. water depth in 8 ft.
Linear = 1:8
VERTICAL WALLS (Deep End): Vertical for for 4 ft. 6 ins. below water level
then curved to the bottom with a 1 ft. 6 in. radius
DIVING BOARD: NONE
EFFECTIVE DEPTH AT DIVING AREA: No diving plans submitted or approved
MINIMUM HEIGHT OF CEILING ABOVE DIVING BOARD: N/A
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FORM EHS-13A 9/94 SM
SOUTH WINDSOR, CT. ; EXAMINATION OF PLANS AND SPECIFICATIONS
FOR A PROPOSED RENOVATION OF A PUBLIC SWIMMING POOL LOCATED AT
WESTAGE CONDOMINIUMS
RECIRCULATING INLETS: (4) Frost #A-41011 adjustable inlets
OUTLETS/MAIN DRAINS: (1) Hayward #SP-1053AV, Antivortex main drain with (1)
Hayward #SP-1057 hydrostatic relief valve and (1) Hayward #SP-1055 collection
table.
OVERFLOWS/SURFACE SKIMMERS: (2) Hayward #SP-1082-1 surface skimmers
SUCTION CLEANER: Existing equipment
CIRCULATING PUMP: (1) Hayward #SP-2607: 3/4 H.P. : Rated at 50 G.P.M. at 50
Feet T.D.H.
TIME FOR POOL TURNOVER: 16,250 Gallons = 5.42 Hours
50 G.P.M. x 60 Min./Hr.
FLOW GAUGE: (1) Blue white #CF-3015OP - 11/2 Inch Pipe Size; Scale 20 to 100
GPM
HAIR CATCHER: Integral with pump
FILTER: (1) Pac Fab #TR-60, high rate sand filter, N.S.F. listed
FILTER AREA: 3.14 Ft.2
FILTRATION RATE: 15.92 G.P.M./Ft.2 of Filter Area When Operating at 50 G.P.M.
BALANCE/SURGE TANK: NONE
SIGHT GLASS: (1) Hayward #SP-1072
MAKE-UP WATER/PLACE OF INTRODUCTION: Via a 1 inch over the rim fillspout
located beneath the handrail with a 3 inch minimum air gap above the coping.
CHLORINATOR: (1) Blue white #C-630P; Capacity 40 G.P.D.
CHEMICAL FEED: NONE
TESTING EQUIPMENT: Existing equipment
UNDERWATER LIGHTS: Existing equipment
SHOWERS & TOILETS:
1. MALE: 1 Toilets, 2 Urinals, 1 Lavatory Sinks, 3 Showers
2. FEMALE: 2 Toilets, 1 lavatory Sinks, 3 Showers
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SOUTH WINDSOR, CT. ; EXAMINATION OF PLANS AND SPECIFICATIONS
FOR A PROPOSED RENOVATION OF A PUBLIC SWIMMING POOL LOCATED AT
WESTAGE CONDOMINIUMS
BATHER ROUTING & FENCING: Appears Satisfactory
DECK AND DECK DRAINS: Poured Concrete Deck 5 Feet Minimum Width Completely
Around Periphery of Pool
TOILET AND SHOWER WASTE DISPOSAL: To sanitary sewer
FILTER BACKWASH WATER DISPOSAL: To sanitary sewer via a 6 in. air gap
DRY WELL SIZE AND CAPACITY: N/A
POOL DRAINAGE: To sanitary sewer
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