table f 229 - Bureau of Engineering

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Bureau of Engineering
Manual - Part F
SEWER DESIGN
6/92
F 200
PUBLIC AND COMMERCIAL FACILITIES AVERAGE DAILY FLOW PROJECTIONS
TABLE F229
Units
Ave. daily flow (gpd/unit)
Type description
SEAT
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
7 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
15 GR.SQ.FT.
SEAT
1000 GR.SQ.FT.
15 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
OFFICE
1000 GR.SQ.FT.
SEAT
GPM PEAK
STALL
5 GPM PEAK
SEAT
1000 GR.SQ.FT.
OCCUPANT
20 GR.SQ.FT.
N/A
1000 GR.SQ.FT.
SEAT
1000 GR.SQ.FT.
1000 GR.SQ.FT.
FIXTURE
1000 GR.SQ.FT.
OCCUPANT
1000 GR.SQ.FT.
GPM PEAK
GPM PEAK
1000 GR.SQ.FT.
7 GR.SQ.FT.
15 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
FILM PROCESSINGGPM PEAK
URINAL OR W.C.
STATION
5/SEAT
25/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
5/7 GR.SQ.FT.
200/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
20/15 GR.SQ.FT.
20/SEAT
100/1000 GR.SQ.FT.
20/15 GR.SQ.FT.
100/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
25/1000 GR.SQ.FT.
200/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
200/OFFICE
300/1000 GR.SQ.FT.
50/SEAT
412/GPM
206/STALL
412/GPM
5/SEAT
300/1000 GR.SQ.FT
10/OCCUPANT
5/20 GR.SQ.FT.
NO CHARGE
300/1000 GR.SQ.FT.
20/SEAT
25/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
120/FIXTURE
100/1000 GR.SQ.FT.
5/OCCUPANT
200/1000 GR.SQ.FT.
412/GPM
412/GPM
100/1000 GR.SQ.FT.
5/7 GR.SQ.FT.
20/15 GR.SQ.FT.
300/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
412/GPM
120/W.C.
430/STATION
AUDITORIUM
AUTO PARKING
AUTO REPAIR GARAGE
BAKERY
BALLROOM
BANK: HEADQUARTERS
BANK: BRANCH
BANQUET RMS/CONFERENCE
BAR: FIXED SEAT
BAR: JUICE (NO FOOD)
BAR:PUB. AREAS(TABLES)
BARBER SHOP
BEAUTY COLLEGE
BEAUTY CLG. STRG>15%
BEAUTY COLLEGE:OFFICE>
BEAUTY PARLOR
BLDG. CONSTR. OFFICE
BOWLING ALLEY
CAFETERIA: FIXED SEAT
CARWASH: BASED ON PEAK
CAR WASH: COIN-OPERATED
CARWASH: IN BAY
CHURCH:FIXED SEAT
CHIROPRACTIC OFFICE
ChurchSch:DayCare/Elem.
CHURCH SCH: 1 DAY USE/W
CITY: BLDG. CONTS. OFC.
CLINIC
COCKTAIL LOUNGE:FXD ST
COLD STORAGE:NO SALES
ColdStorage:RetailSales
COMFORT STATION:PUBLIC
COMMERCIAL USE
COMMUNITY CENTER
CREDIT UNION
DAIRY
DAIRY: BARN
DAIRY: RETAIL AREA
DANCE HALL
DISCOTEQUE
DOUGHNUT SHOP
DRUG ABUSE
FOOD PROCESSING PLANT
GAS STATION:SELF SERVE
GAS STATION:4 BAYS MAX
Bureau of Engineering
Manual - Part F
1000 GR.SQ.FT.
1000 GR.SQ.FT.
BED
1000 GR.SQ.FT.
BED
BED
UNIT
GPM PEAK
INMATE
1000 GR.SQ.FT.
1000 GR.SQ.FT.
GPM PEAK
WASHER
WASHER
50 GR.SQ.FT.
1000 GR.SQ.FT.
SEAT
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
7 GR.SQ.FT.
1000 GR.SQ.FT.
ROOM
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
GPM PEAK
1000 GR.SQ.FT.
1000 GR.SQ.FT.
STUDENT
DWELLING UNIT
DWELLING
DWELLING
DWELLING
DWELLING
BED
DWELLING
DWELLING
DWELLING
DWELLING UNIT
HOME SPACE
DWELLING UNIT
1000 GR.SQ.FT.
DWELLING
RES:
ARTIST
RESDNCE.DWELLING UNIT
BED
SEAT DINING
PARKING STALL
SEAT
1000 GR.SQ.FT.
SEWER DESIGN
6/92
F 200
300/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
85/BED
300/1000 GR.SQ.FT.
85/BED
500/BED
150/UNIT
412/GPM
85/INMATE
100/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
412/GPM
220/WASHER
220/WASHER
50/50 GR.SQ.FT.
25/1000 GR.SQ.FT.
5/SEAT
100/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
300/1000 GR.SQ.FT.
200/1000 GR.SQ.FT.
5/7
GR.SQ.FT.
100/1000 GR.SQ.FT.
150/ROOM
25/1000 GR.SQ.FT.
200/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
200/1000 GR.SQ.FT.
412/GPM
100/1000 GR.SQ.FT.
120/1000 GR.SQ.FT.
85/STUDENT
330/DU
150/DU
200/DU
250/DU
100/DU
85/BED
150/DU
200/DU
250/DU
300/DU
200/SPACE
330/DU
300/1000 GR.SQ.FT.
100/DU
330/DU
GYMNASIUM
HANGAR (AIRCRAFT)
HOSPITAL: CONVALESCENT
HOSPITAL: DOG AND CAT
HOSPITAL: NONPROFIT
HOSPITAL: SURGICAL
HOUSEKEEPING:LIGHT
INDUSTRIAL
JAIL
DOG KENNEL/OPEN
LAB: COMMERCIAL
LAUNDROMAT:INDUSTRIAL
LAUNDROMAT
LAUNDROMAT:AUTOMATIC
LIBRARY:PUBLIC AREA
LIBRARY:STACKS/STORAGE
LODGE HALL
MACHINE SHOP
MNFG/INDUSTRY
MASSAGE PARLOR
MEDICAL BLDG
MINI-MALL (SHELL)
MORTUARY:CHAPEL
MORTUARY: LIVING AREA
MOTEL
MUSEUM: ALL AREAS
OFFICE OVER 15%
MUSEUM: SALE AREA
OFFICE BUILDING
PLATING PLANT
POOL HALL(NO BEER/WINE)
POST OFFICE: FLOOR PLAN
DORM: COLLEGE OR RES.
RES: TOWNHS/SET GRD
RES: APT. - 1 BDR
RES: APT. - 2 BDR
RES: APT. - 3 BDR
RES: APT. - BACH/SNGLE
RES: BOARDING HOUSE
RES: CONDO-1 BDR
RES: CONDO-2 BDR
RES: CONDO-3 BDR
RES: DUPLEX
RES: MOBILE HOME
RES: SNGL FAM DWL.
RES: ARTIST (2/3 AREA)
85/BED
50/SEAT
100/STALL
50/SEAT
300/1000 GR.SQ.FT.
REST HOME
RESTAURANT: DRIVE-UP
RESTAURANT: DRIVE-UP
RESTAURANT: FIXED SEAT
RESTAURANT: TAKE-OUT
RES: GUEST HOUSE W/KIT.
Bureau of Engineering
Manual - Part F
1000 GR.SQ.FT.
CHILD
STUDENT
STUDENT
35 GR.SQ.FT.
CHILD
STUDENT
STUDENT
STUDENT
1000 GR.SQ.FT.
1000 GR.SQ.FT.
70 GR.SQ.FT.
1000 GR.SQ.FT.
VEHICLE
SEAT
1000 GR.SQ.FT.
1000 GR.SQ.FT.
1000 GR.SQ.FT.
STATION
1000 GR.SQ.FT.
1000 GR.SQ.FT.
SEWER DESIGN
6/92
F 200
100/1000 GR.SQ.FT.
10/CHILD
10/STUDENT
15/STUDENT
10/35 GR.SQ.FT.
10/CHILD
10/STUDENT
15/STUDENT
20/STUDENT
25/1000 GR.SQ.FT.
10/1000 GR.SQ.FT.
5/7
GR.SQ.FT.
100/1000 GR.SQ.FT.
12/VEHICLE
5/SEAT
5/SEAT
300/1000 GR.SQ.FT.
25/1000 GR.SQ.FT.
430/STATION
215/1000 GR.SQ.FT.
100/1000 GR.SQ.FT.
RETAIL AREA
SCHL: DAY CARE CENTER
SCHL: ELEMENTARY/JR-HI
SCHL: HIGH SCHOOL
SCHL: KINDERGARTEN
SCHL: NURSERY-DAY CARE
SCHL: SPECIAL CLASS-LAC
SCHL: TRADE OR VOCTNL
SCHL: UNIV. OR COLLEGE
StorageBldg-RentingSpace
ICE CREAM STORE(RETAIL)
STUDIO: MOTION PICTURE
STUDIO: RECORDING
THEATRE: DRIVE-IN
THEATRE: FIXED SEAT
THEATRE: MOVIE HOUSE
VETERINARIAN
WAREHOUSE
WASTE DUMP: RECREATIONAL
WINE TASTING RM: KTCHN
WineTastingRm: AllArea
EXPLANATION FOOTNOTES
1.
The column headings are:
Average Daily Flow = flow in gallons per day (gpd) per unit as indicated. For example, "5/7
gr. sq. ft." means 5 gpd per every 7 gross square feet of development. Type description - type
of development or process.
2.
Gr. sq. ft. = gross square feet: area included within the exterior of the surrounding walls of
a building excluding courts.
3.
Gpm Peak = peak flow in gallons per minute. There is an assumption that the peak to average
flow ratio is 3.5. Therefore, 1 gpm x 1440 min/day ) 3.5 = 412 gpd which is the unit flow
factor in the table.
4.
Example Calculation - Assume a 10,000 sq. ft. office building is proposed. The estimated
average daily flow is calculated as 10,000 sq. ft. x 200 gpd/1000 sq. ft. = 2000 gpd.
5.
Another Example - Assume a car wash (in bay type) is proposed. The estimated peak flow
is 5 gpm as determined by industrial waste permit or other data. The average daily flow is
estimated as 5 gpm x 412 gpd/gpm = 2060 gpd.
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