New Hampshire Code of Administrative Rules
We - Water Well Board
Chapter We 600 - STANDARDS FOR THE CONSTRUCTION, MAINTENANCE AND ABANDONMENT OF WELLS
Part We 602 - NEW WELL CONSTRUCTION
Section We 602.05 - Grouting of Well Casings
Universal Citation: NH Admin Rules We 602.05
Current through Register No. 40, October 3, 2024
(a) Subject to (b), below, for wells that are required to have grouted well casings, as specified in We 602.14, We 602.16, We 602.22, and We 602.25, the following construction methods shall be used:
(1) The void area outside the well casing
shall be filled with:
a. Neat
cement;
b. Cement-sand
grout;
c. Cement bentonite grout
containing no more than 5 percent bentonite; or
d. High solids bentonite grout;
(2) For bedrock wells:
a. One of the following techniques shall be
used to set grout material in place:
i. Grout
shall be pumped through a tremie pipe inserted on the outside of the casing to
the bottom of the pilot hole while the pipe is raised in a continuous
operation, as the void area is filled, to the ground surface; or
ii. The casing shall be secured approximately
12 inches above the bottom of a pilot hole, drilled into bedrock, and grout
shall be pumped into the casing with sufficient pressure to force the grout out
of the bottom of the casing into the void area outside of the casing and to
fill the annulus from the bottom up to the ground surface; and
b. After grout has been set as
specified in a.ii, above, the casing shall be firmly driven to the bottom of
the hole; and
(3) For
wells constructed in gravel, grout shall extend from 5 feet below the pitless
adapter to a depth, based on well design, sufficient to prevent surface water
from channeling along the casing to groundwater.
(b) This section shall not apply to:
(1) Excavated wells constructed as specified
in We 602.31; and
(2) Driven and
drive-and-wash wells constructed as specified in We 602.28.
#3046, eff 7-2-85; ss by #4730, eff 1-15-90; ss by #4898, eff 8-13-90; EXPIRED: 8-13-96
New. #6327, INTERIM, eff 8-24-96, EXPIRED: 12-22-96
New. #6449, eff 1-29-97; ss by #7307, eff 6-13-00; ss by #9179, eff 6-13-08
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