Published on November 6, 2007
Slide1: Septic Tank, Grease Trap, and Holding Tank Standards and Specifications 420-3-1-.47 (1) A new, replacement, or repaired septic tank, grease trap or holding tank used in Alabama after the effective date of these Rules shall be designed and constructed in accordance with the following specifications and standards: Page -28- Slide2: The minimum hydraulic detention time shall be two days (48 hours) In no case shall the septic tank effective liquid capacity be less than 1000 gallons Septic Tank Sizing 420-3-1-.47(1)(f) How to determine sewage tank volume:: Knowns: 1 cu.ft. = 7.481 gal. Inside length X Inside width X liquid depth = cubic volume IF Tank inside measurements = 5' wide x 10' long x 4' liquid depth Then 5 x 10 x 4 = 200 cu.ft. and 200 cu.ft. x 7.481 gal/cu.ft = 1,496 gal. tank How to determine sewage tank volume: Slide4: Septic Tank Sizing 420-3-1-.47(1)(g) The effective liquid capacity for dwellings shall be based on the number of bedrooms proposed or that can be anticipated: Slide5: Sizing: See Table 8 in the Appendices 1 bedroom home= 1,000 gallon tank 2 bedroom home= 1,000 gallon tank 3 bedroom home= 1,000 gallon tank 4 bedroom home= 1,000 gallon tank - - - - - - - - - - - - add + 250 gal. per bedroom - 5 bedroom home= 1,250 gallon tank 6 bedroom home= 1,500 gallon tank 7 bedroom home= ? Slide6: 420-3-1-.47(1)(f) - Septic tank sizing to serve Establishments is determined by the actual sewage flow as determined by 420-3-1-.36 ". . . From Table 1. . ." Slide7: Table 1 Flow and Organic Loading Generator Design Unit Design Flow Design BOD/TSS gpd lbs/day ________________________________________________________________________________________________ DWELLINGS (Rule) 2/ Dwelling (8 bedrooms or fewer) per bedroom 150 (300 min) 0.4 (min) 9 or more bedrooms to a single system per person 75 (min) 0.2 (min) ________________________________________________________________________________________________ ESTABLISHMENTS (guidelines) 3/ Airports (not including food service) (not including food service) per passenger 5 0.02 Airport per employee 15 0.05 Office per employee 25 0.05 Marinas with bathhouse or showers or toilets per boat slip 10 0.15 Motels no cooking facility per bedroom 120 0.40 cooking facility per bedroom 175 0.80 Movie Theater (no food preparation) per seat 4 0.02 Restaurants per seat 50 0.2 Restaurants Interstate or through highway per seat 100-180 0.7 Interstate rest areas per person 5 0.01 Service station per vehicle serviced 10 0.01 Factories & office buildings per person per 8-hr shift No Shower 15 0.06 With Shower 25 0.08 Slide8: Example: School without cafeteria or gym showers which has 150 students. Table 1 = Schools = 10 Gal/person/day # Students = X 150 persons Total flow = 1,500 gal/day Two days retention = X 2 days 3,000 gallon septic tank Slide9: Example #2: Calculate a Restaurant with 20 seats. Table 1: Restaurant (per seat)= 50 gal/per/day X 20 seats Total flow = 1000 gal/per/day Two days retention = X 2 days Size tank = 2,000 gallon tank Slide10: 420-3-1-.47 (1)(f) Minimum requirements for Grease Traps Two (2) days (48 hr.) retention MINIMUM CAPACITY 1,000 gal. (Same as regular septic tanks) Slide11: Sizing the Grease Trap Size of grease trap for 800 gal/day flow of kitchen waste from a restaurant: - 800 gpd x 2 days = 1,600 gal. grease trap required. Size of grease trap for 75 gal/day flow of kitchen waste: - 75 gpd x 2 days = 150 gal. therefore GT must be sized at 1,000 gal. to meet minimum. Slide12: 420-3-1-.55 Holding Tank Requirements (1) Applications that propose using holding tanks as an onsite sewage disposal system are to be submitted by an engineer and shall be permitted in the same manner as septic tanks. (2) The use of a holding tank for a dwelling shall be prohibited as part of a permanent OSS. (a) Use of a holding tank at a dwelling on a temporary basis may be approved by the Board when a permanent OSS has been approved and is expected to be in service in a reasonable time. (3) Local Health Departments may permit a holding tank to be used on a temporary basis with a building other than a dwelling until another approved means of sewage treatment and disposal is available. The period of use shall be stated in the permit and shall be a reasonable and defined time frame. Prior to the end of this period, the permittee shall present information to the LHD regarding the abandonment or proposed continued use of the holding tank. To explore other options of treatment and disposal, the LHD may require the permittee to submit an engineering analysis of other options and their cost. The LHD shall decide whether to renew the permit and shall establish the terms and conditions of continued use. Slide13: 420-3-1-.55 Holding Tank Requirements (continued) (4) The design, construction and use of a holding tank shall be as follows: (a) A holding tank shall be permitted and obtained from a tank manufacturer holding a permit issued under Rule 420-3-1-.51, Prefabricated Septic Tank, Grease Trap and Holding Tank Permit; or the proposed tank shall be inspected and certified in writing by the engineer to be structurally sound and suitable for the intended purpose. (b) Holding tank capacity shall be calculated using the sewage flows in Rule 420-3-1-.36, Design Flow and Wastewater Concentrations. The tank shall be sized to provide a capacity 25% larger than the projected sewage flow accumulation between scheduled pumpings and as a buffer in case of weather conditions, temporary unavailability of a sewage tank pumper, or other adverse conditions. (c) A holding tank shall be equipped with a visual or audible alarm for high water alert, and the alarm point shall be no higher than two-thirds (67%) of tank effective liquid capacity. The alarm shall be placed in a location of easy recognition, and shall be labeled "Alarm-Sewage Holding Tank." (d) All practical water-conservation measures shall be incorporated into designs/systems proposing the use of holding tanks. (e) A holding tank shall be maintained and pumped at such frequency as to prevent public health hazards or nuisances. The minimum frequency for inspection shall be weekly. Slide14: 420-3-1-.55 Holding Tank Requirements (continued) The conditions of operation which may be prescribed by the ADPH in the permit for a holding tank shall include, but not be limited to, the requirement that the owner/user: Contract with a sewage tank pumper permitted under Rule 420-3-1-.34, Sewage Tank Pumping Permit. The contract shall provide that the pumper maintain, and make available to the ADPH, a complete record of pumping activities at the site, as set forth in Rule 420-3-1-.34, Sewage Tank Pumping Permit. A copy of this contract shall be placed on file with the ADPH. Deliver to the ADPH, on a periodic basis established by the LHD not to exceed quarterly, copies of the sewage tank pumper’s bills, statements or invoices. Provide written and notarized authorization to allow the ADPH to initiate required maintenance at the owner's/user's expense if either noncompliance with these Rules or legal notices results in an imminent or existing health hazard or nuisance. (5) A holding tank shall be properly abandoned in compliance with Rule 420-3-1-.56, Abandonment of a Sewage Tank, when its permitted use expires. Slide15: 420-3-1-.56 Abandonment of a Sewage Tank When the use of a sewage tank is discontinued; or when the system cannot be made to comply with these rules; or when the property is condemned, the tank shall be abandoned, and its further use prohibited. An abandoned tank shall be pumped out by an AOWB-licensed pumper. An empty tank may be removed at the property owner’s option, or to make room for new system components. If no replacement component is intended, the hole left by the removal of a tank shall be filled with sand or soil. An empty tank left in place shall be filled with sand or soil. As an additional recommended step, the bottom of the tank may be ruptured.