1975.12.01 ORD 1975-126 - Laserfiche WebLink

Home

Subd. A. Excavation Inspection. All installation work or repair of connections to the Sewer system in- cluding grades, fiends and backfillinas shall be inspected by the Plumbing Inspector. :10 cork shall be covered or backfilled until directed by said Inspector. All work and excavations shall he protected by barricades and warning markers and lights reasonable and suitable for the purpose. The City shall be held harmless of any claim or loss as might otherwise arive for damage, loss or injury caused by or arising by reason of such work being performed. Subd. B. Street Renair. No dinging in any type City streets shallbe neM tted except by special written T ermission from the City. Backfilling shall be tho- roughly compacted with M.H.D. Class 5 gravel base com- pacted to 100 percent maximum density in 6 inch layers. The base shall be treated and a surface installed in accordance with the Ordinances of the City of Hugo. Subd. C. Unsatisfactory Filling or Repair of City Streets or Right -o -Way. there excavations are unsat- isfactorily filleff—a-07or surfacing is improperly patched, the Citv Council shall cause them to be placed in a sat- isfactory condition and the cost thereof shall be charged to such plumber making the same, and the nrivileges of. such slumber doing further work within the City shall be suspended until such charge is paid. Such plumber shall be given notice thereof and ten (10) days within which to pay such charge. 262-12. CONSTRUCTION REQUIREMENTS. All building sewers and sewer service lines shall be of approved cast iron soil pipe, or plastic pipe of a type approved by the City Engineer. Cast iron pipe joints shall be made by use of jute and pure molten lead well caulked in place, or joints shall be made by using a pre -formed compression gasket or such other joint structure as is approved by the City Engineer. Individual service lines shall not be less than four (4) inches in diameter and shall be placed at a uniform grade of not less than one-eighth (1/8) of an inch per foot. Building sewer lines shall contain no more than two (2) long sweep 90 degree bends with clean outs to surface. The clean outs shall be extended to within six (6) inches of the surface. Each clean out riser and cover shall be cast iron. Clean outs shall be at intervals not to exceed eighty (80) feet. Multiple connections of more than one (1) building shall not be made unless approved by the City Engineer as provided herein. No inter -connection of the existing private sewage disposal system shall remain upon connection to the public system. If a sewer service connection is such that gravity flow can be had to the public sewer main and a sump pump is presently used, said sump pump shall be disconnected, discontinued, and removed from sewer service.