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KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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SECTION 3<br />

3.3.4 Groundwater Monitoring Wells<br />

A total of 15 groundwater monitoring wells and 37 piezometers will be installed in 23 boreholes,<br />

including 20 “nested” locations, where two wells will be installed in a single borehole. The 15 proposed<br />

monitoring wells will be installed in the groundwater table (“A”) horizon, with an anticipated completion<br />

depth of 510 ft bgs. Twenty-one of the 37 piezometers will be installed in the “B” horizon, with an<br />

anticipated completion depth of 550 ft bgs. Sixteen of the 37 piezometers will be installed in the “C”<br />

horizon, with an anticipated completion depth of 590 ft bgs. Of the 20 nested well locations, four<br />

locations shall contain a groundwater table (“A”) and “B” horizon well and 16 locations will contain a<br />

“B” and “C” horizon well. The number and location of the proposed wells were primarily selected to<br />

define the nature and extent of the LNAPL and groundwater dissolved-phase contaminant plumes. Well<br />

installation IDs and corresponding horizons are included on Tables 3-1 and 3-2. The 23 borehole/well<br />

locations are shown on Figure 3-2. A schematic showing a well construction detail is included on Figure<br />

3-3.<br />

Monitoring well (“A” horizon) and piezometer (“B” and “C” horizon) construction will include the<br />

following:<br />

• Five “A” horizon wells installed within the lateral extent of the LNAPL plume will be<br />

constructed using 4-inch diameter schedule 80 polyvinyl chloride (PVC) riser pipe and<br />

stainless steel screen (25-foot length, 0.010 slot, 10 feet below and 15 above water table).<br />

• Six “A” horizon wells installed outside the lateral extent of the LNAPL plume will be<br />

constructed using 4-inch diameter schedule 80 PVC riser pipe and screen (25-foot length,<br />

0.010 slot, 10 feet below and 15 feet above water table).<br />

• One “B” horizon monitoring well will be constructed using 4-inch diameter schedule 80 PVC<br />

riser pipe and screen (10-foot length, 0.010 slot).<br />

• Four “A” and “B” horizon nested wells will be constructed using 3-inch diameter schedule<br />

80 PVC riser pipe and screen (10-foot length, 0.010 slot).<br />

• Fifteen “B” and “C” horizon nested wells will be constructed using 3-inch diameter schedule<br />

80 PVC riser pipe and screen (10-foot length, 0.010 slot).<br />

• One “B” and “C” horizon nested wells will be constructed using 3-inch diameter schedule<br />

80 PVC riser pipe and screen (KAFB10632B) for the “B” horizon well (KAFB10632C) and<br />

2-inch diameter schedule 80 PVC riser pipe and screen. Both wells will utilize 10-foot length,<br />

0.010 slot screens.<br />

Non-Nested Wells: Filter pack (sand) will be placed adjacent to the well screen followed by a fine sand<br />

seal and bentonite chip seal. A cement/bentonite grout will extend from the bentonite chip seal to near<br />

ground surface. Surface completions will be within steel flush-mount protective covers (manholes) with<br />

gasketed bolt-down covers. A concrete surface seal will be placed around the manhole and will extend<br />

from the cement/bentonite grout to ground surface. The bentonite chip seal will be hydrated in lifts using<br />

a “clean” water source.<br />

Nested Wells: Filter pack (sand) will be placed adjacent to the lowest nested well screen followed by a<br />

fine sand seal. A bentonite chip seal will extend from the top of the fine sand seal to just below the screen<br />

of the highest well. Filter pack and fine sand seal will be placed, as above, around the highest nested well.<br />

A bentonite chip seal will then be placed on the fine sand seal followed by a cement/bentonite grout<br />

Kirtland AFB June 2010<br />

Groundwater Investigation Work Plan BFF 3-6

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