Replacement construction of a stormwater retention basin

Service Provider

R & H Umwelt GmbH

Schnorrstraße 5A / 90471 Nürnberg
Phone: 0911 86 88-10
Project
Location of performance / Site: Saxony-Anhalt, Germany, Europe
Period: Jun 2023 - Jun 2024
Responsible company location: Niederlassung Nord/Ost, Pegau
Municipal water management properties
Areas of responsibility: Sanitation, Mixed water treatment, Hydraulics
Details about the services provided
  • Storm Sewers

    Scope of services:

    • basic determination - review of documents, clarification of the task, preparation of a sketch of the planned stormwater tank
    • design planning of the drainage mains on the basis of the survey documents provided by the client, preparation of a site plan as well as several longitudinal sections and standard cross-sections
    • hydraulic sizing of the pipe dimensions of the drainage mains to be planned
    • coordination of the planning with the client
    • preparation of a cost calculation
    • preparation of an execution plan as a site plan on the basis of the digital as-built plan
    • preparation of a bill of quantities with a preceding specification of works
    • Quantities:
      • approx. 1200 m³ trench excavation
      • approx. 8 m DN 800 Stb, connection to CSO tank
      • approx. 130 m DN 700 Stb, 6 pipe sections, 2 connections
      • approx. 8 m DN 500 Stb, 1 connection
      • 1 precast manhole 1500 x 1500 mm, with valve DN 800
      • 10 manholes DN 1000 to 2000 Stb
      • 4 road gullies, approx. 20 m connection pipes DN 150
      • 2 connections, approx. 40 m DN 200 PP
      • road reinstatement approx. 500 m² asphalt
  • Stormwater Retention Basin

    Scope of services:

    • basic determination - review of documents, clarification of the task, development of a calculation concept taking into account the current body of standards
    • determination of the catchment area of RRB 2 on the basis of planning documents and in coordination with the client regarding additional extensions to be taken into account
    • site meeting to verify the connected buildings and areas as well as inspection of the planned tank site
    • hydrological calculation of RRB 2 according to DWA-A 117, determination of required volume (preferred variant: 282 m³)
    • variant comparison with sizing of the required pumps (pumping over into an adjacent buffer pond) (preferred variant: throttle outflow 260 l/s)
    • preparation of a short report and final processing of the catchment area plan
Client
A company of the Architects, Engineers industry from Saxony, Deutschland
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