(a) Missing material.....
(b) Wastewater tap fees.
(1) The owner of any lot or plot of ground which is improved by building thereon which is required by law to connect into the sewerage system of the village, shall make application to the Administrator for a connection permit and shall pay a connection fee.
(2) A. A sewer tap fee shall be paid by any person or entity for each new service connection to the village sewer system.
B. The tap fee shall be paid at the time of filing the application to make the service charge.
C. The sewer tap fee shall be $10,200.00 or $25.50 per gallon of standard strength sewage discharged in one average day, whichever is greater. The average daily gallonage shall be determined by the following schedule.
Schedule of Average Day Gallonage
| |
Place or Use | Gallonage Per Day |
Schedule of Average Day Gallonage
| |
Place or Use | Gallonage Per Day |
Apartments (Condominiums) | 250 one bedroom |
400 two bedroom | |
400 three bedroom or more | |
Assembly halls | 2 per seat |
Bowling alleys; no food service | 75 per lane |
Churches, small | 3-5 per sanctuary seat |
Churches, large, with kitchen *note (a) | 5-7 per sanctuary seat |
Country clubs *note (a) and (c) | 50 per member or 35 per seat at 400 ppm BOD |
Dance halls | 2 per person |
Drive-in theaters | 5 per car space |
Factories and warehouses, no showers | 25 per employee |
Factories and warehouses, with showers | 35 per employee |
Food service operations | |
Ordinary restaurant, not 24 hour *note (a) | 35 per seat at 400 ppm BOD |
24-hour restaurant *note (a) | 50 per seat at 400 ppm BOD |
Banquet rooms *note (a) | 2 per seat at 400 ppm BOD |
Restaurant, along freeway *note (a) | 100 per seat at 400 ppm BOD |
Tavern, very little food service *note (a) | 35 per seat at 400 ppm BOD |
Curb service, drive-in *note (a) | 50 per car space at 400 ppm BOD |
Vending machine restaurants | 100 per seat at 200 ppm BOD |
Hospitals, no resident personnel | 300 per bed |
Institutions, residents | 100 per person |
Laundries, coin operated | 400 per machine std. size |
Laundry wastes require special consideration | Consult Village Administrator |
Motels | 100 per unit |
Nursing and rest homes | 150 per patient |
100 per resident employee | |
50 per nonresident employee | |
Office buildings *note (c) | 20 per employee or 0.2 per sq. ft. of floor space |
Schools: elementary | 15 per pupil |
High and junior high | 20 per pupil |
Service stations *note (b) | 1,000 per first bay |
500 per each additional bay | |
Shopping Centers | |
Without food service or laundries | 0.2 per sq. ft. of floor space |
Single-family dwellings, one family per building | 400 per family |
Swimming pool, average | 3-5 per swimmer, design load |
With hot water shower | 5-7 per swimmer, design load |
Trailer parks | 400 per trailer space |
Travel trailer dumping stations at service stations | Consult Administration |
Travel trailer parks and camps | 125 per trailer or tent space |
Youth and recreation camps | 50 per person |
*Note (a) Connection fees for 400 ppm BOD sewage shall be doubled. | |
*Note (b) Truck parking areas will require consideration for treatment of run-off at large truck stops. | |
*Note (c) The gallons per day that requires the largest treatment capacity shall be used to compute the connection fee. | |
(c) Missing material.......
(d) Missing material.......
(e) Missing material.......
(f) Missing material.......
(g) (1) The building sewers shall be a minimum of six inches in diameter and installed per the standard drawings.
(2) Prior to acceptance by the Administrator, the building sewer shall pass a low pressure air test as follows:
The time for the pressure to drop from 3.0 psi to 2.5 psi must be greater than four minutes for six inch sewers and five minutes six seconds for eight inch sewers.
Typical Trench Sections with Type I Bedding
Backfill numbers refer to State of Ohio, Department of Transportation, Construction and Material Specifications. |
Type A backfill shall be granular material suitable for bedding, compacted as stipulated in 603.08, as applicable. Granular material shall be used around manholes, structures and cleanouts. |
Type B backfill shall be natural soil free from stones larger than two inches across their greatest dimension, topsoil, vegetation, debris, rubbish or frozen material, compacted to 95% of its maximum laboratory dry weight. |
Type C backfill shall be natural soil, free from stones larger than six inches across their greatest dimension, vegetation, debris, rubbish or frozen material compacted to 90% of its maximum laboratory dry weight. When approved by the engineer, rocks no larger than one cubic foot may be deposited at least three feet above the top of the sewer. |
Aggregate for bedding is 57, 6, 67, 68, 7, 78 or 8 Item 703. |
The excavated trench width 12 inches above the conduit may be increased without extra compensation. |
(Ord. 1700.01, passed - -; Am. Ord. 11-91.2, passed 2-3- 1992; Am. Ord. 1700.012, passed 7-6- 1981; Am. Ord. 96.12, passed 10-7- 1996; Am. Ord. 97.10, passed 12- 1-1997; Am. Ord. 99.14, passed 11-6- 2000; Am. Ord. 04-8, passed 5-3- 2004; Am. Ord. 2006- 16, passed 10-2-2006; Am. Ord. 2007-42, passed 11- 12-2007; Am. Ord. 2019-06, passed 6-17-2019)