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EROSION, SEDIMENT, AND STORMWATER MEASURES

902PUMPING OR DEWATERING OPERATIONS

DE · 2026 Standard Specifications✓ Full text on BuildSpecBook pages 588–0 Save this section

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902.1Description.

A.Statewide General Permit for Minor Dewatering Activities
1.Comply with the Statewide General Permit issued to the Department by DNREC via the

interagency Memorandum of Agreement. Covered work includes the following activities:

a.Dewatering.
i.Dewater the work area in accordance with this specification at rates less than 50,000 gallons

per day.

b.Stream By-pass Pumping.
i.By-pass surface water to facilitate in-stream work for bridge and culvert replacements. By-

pass pumping at rates exceeding 50,000 gallons per day are permitted provided no water is withdrawn for consumptive use and all water is returned to its natural course immediately downstream of the work area.

B.Permits Required
1.Obtain a separate dewatering permit from DNREC when groundwater or surface water

withdrawal rates in excess of 50,000 gallons per day are necessary.

a.Permit Acquisition
i.Obtain all necessary permits for dewatering and disposal of pumped water required to

construct and complete the Work from DNREC, Division of Water, Water Supply Section, unless covered in the Statewide General Permit for Minor Dewatering Activities.

b.Permit Acquisition Time
i.Dewatering permits for rates exceeding 1,000,000 gallons per day require public notice and

possibly a public hearing before DNREC will issue a permit. Ensure that sufficient permit acquisition time is included in the project schedule to obtain the permit. Time extensions will not be granted for failure to account for this time in the Project Schedule.

c.Other Permits.
i.State and Federal permits are required for any entry into streams or wetlands.

Environmental requirements are more fully described in the Project Environmental Statement. ii. The Statewide General Permit for Minor Dewatering Activities does not constitute approval, exemption, or waiver from any other law, rule, or regulation that may apply to the work shown in the plans or the activities necessary to complete the work. See Specification Section 107.2.

d.Licensing Requirements.
i.Meet any and all DNREC licensing requirements for the installation or operation of the

dewatering equipment, or employ the services of properly licensed subcontractors such as a well driller when an individual dewatering permit is required.

902.2Material.

Provide materials as necessary and required.

902.3Construction.

A.Submit approved permits
1.Submit copies of all permit approvals to the engineer. Dewatering operation cannot begin until

the necessary dewatering permit is submitted to the engineer.

B.Dewatering Equipment
1.Provide sufficient equipment and back-up or replacement equipment necessary to ensure the

continuous dewatering of the work area. Instantaneous and totalizing flow meters, accurate to within +/- 5 percent, are required on all dewatering equipment.

C.Required Notifications
1.Notify the DNREC Water Supply Section at (302) 739-9945, 48-hours prior to starting any

dewatering operations.

2.Notify DNREC Wetlands and Subaqueous Lands Section at (302) 739-9943, 48-hours prior to

starting any dewatering adjacent to wetlands or if discharge water is proposed to be directed to any wetlands.

D.Dewatering Operation
1.Do not allow surface and ground water to rise around the proposed work. Continue dewatering

until the work has been brought to finished lines and grades and accepted by the engineer. None of the proposed work shown on the plans will be laid in water, unless otherwise indicated on the plans or directed by the engineer.

E.Protection of Work Area
1.Install clean water diversions outside excavation limits to prevent the flow of surface water from

undisturbed areas into open excavations using any combination of berms, pipes, dikes, pumps, etc. in order to establish a clean water diversion. Comply with applicable sediment control measures.

F.Protect Adjacent Property
1.Dispose of pumped water into a suitable conveyance system without flooding or damage to

adjacent property, buildings, structures, utilities, and other work. Protect adjacent structures and property from any damage that may occur as a result of settlement or other effects related to the removal of ground water and lowering of the water table. Do not drain dewatering discharge into work completed or under construction without prior consent of the engineer. Dispose of water in such a manner as not to be a menace to the public health. Discharging to the sanitary sewer system is not permitted.

G.Protect Adjacent Waterbodies
1.Discharge of saline water into a fresh water system or discharge of fresh water into a saline

water system is prohibited. Dewatering operations for the project cannot cause the inadvertent drawdown or dewatering of wetlands or other surface water bodies.

H.Dewatering Discharge
1.Ensure all discharges are directed to sediment trapping or filtering devices such as a dewatering

bag, dewatering basin, portable sediment tank, sediment trap, or sediment basin prior to release into ditches, storm drain systems, streams, or surface water bodies of any type.

I.Dewatering of Temporary Cofferdams for Bridge Construction.
1.Upon completion of driving of temporary sheet pile for in-stream work, or erection of a

temporary dike to create a temporary cofferdam, leave the sediment-laden water within the cofferdam undisturbed for a minimum of 12-hours to allow settling of suspended soil particles. Remove water from temporary cofferdams by skimming it off the surface. Immerse intake no more than 6-inches below the water surface. Once the water level has been pumped down, accomplish additional dewatering using a sump pit constructed in conformance with DelDOT Standard Construction Details. Any deviation from Standard Construction Details requires prior approval and may require an individual dewatering permit from DNREC.

J.Well Impacts.
1.As required by Title 7, Del.C., §6031 and §6037, take whatever steps are necessary to provide

continuous uninterrupted water service to any affected public or private potable water supplies or wells within the project area if adversely affected by the dewatering operations associated with this project.

902.4Method of Measurement.

Pumping or Dewatering operations will not be separately measured.

902.5Basis of Payment.

A.Pumping or Dewatering operations will not be separately paid. All costs are incidental to the

associated work items.

B.Permit costs will not be separately paid for the acquisition of separate dewatering permits from

DNREC.

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Source: Delaware Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 588–0 of 786. View official source ↗

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