The Kline Farm property encompasses a bit more than 86 acres and is generally located south and southeast of the intersection of Prince William Parkway and Liberia Avenue, and north of Buckhall Road. The property is located in a transitional area of the county that is adjacent to the City of Manassas. Stanley Martin has come forward with yet another proposal for the development of the site that is going to the Planning Commission on Wednesday.
I will leave the description of the newest plan to others
and concern myself with the issue I care most about, water. Residents of the
abutting Hynson Knolls community, homeowners bordering Buckhall Road and homes
along Lake Jackson Drive rely on private wells for water. Stanley Martin Homes
has proffered to engage an environmental professional to perform a well yield
and limited water quality test on any lawfully operating household water supply
well for residential property located within 800 feet from the Kline property
line to establish a baseline for the closest wells. Those well owners may
request a re-evaluation of their well if a negative impact is suspected six
month after the substantial completion of the site grading. Not good enough.
Private wells draw their water from groundwater. Geology,
climate, weather, land use and many other factors determine the quality and
quantity of the groundwater available. Within Prince William County Virginia
there are four distinct geologic provinces: (1) the Blue Ridge, (2) the
Culpeper Basin, (3) the Piedmont, and (4) the Coastal Plain. The U.S.
Geological Survey divides the four geologic provinces of the county into seven
hydrogeologic groups based on the presence and movement of the ground water calling
them groups: A, B, B1, C, D, E and F. Almost 30 years ago the U.S. Geological
Survey studied the groundwater systems within Prince William County. You can
review that report if
you wish to see the entirety it is by Nelms and Brokman.
Previously, consultants hired by Stanley Martin Homes identify the site as
located within Hydrogeological Group E. The Kline Farm and vicinity are within
a fractured bedrock aquifer in which groundwater availability and flow are
controlled by fractures and joints within the rock. Hydrogeologic group E
consists of metasedimentary, meta-volcanic, and other metamorphic rocks. Rocks
within hydrogeologic group E tend to have poor to moderate water-bearing
potential, and thin- to thick cover of overburden. Ground-water storage tends
to be predominantly in the overburden which is typically relatively granular
and porous. This is a water table aquifer separate from but hydraulically
connected to the underlying bedrock aquifer. According to that USGS report by
Nelms and Brockman, some of the poorest yielding wells are located in
hydrogeologic group E. Because of the local geology care should be taken to
ensure that the existing homes are not impacted by the development.
The fracture trace analysis performed by Stanley Martin Homes’ consultant (using 1978 data) found a predominant west-northwest to east-southeast regional fracture orientation; however, there was a notable but less prominent southwest to northeast regional fracture orientation also present. The groundwater flow in Prince William county is generally to the east-southeast, but there is considerable variation and surprises in the flow as documented by monitoring at several cleanup sites in the county and suggested by the fracture analysis.
Wells within a quarter of a mile of construction are at the highest risk for reduced water volume. However, excavation and blasting can open fractures in the bedrock and change groundwater flow. Groundborne vibrations from heavy equipment in loose, sandy soils, vibrations as low as 0.1 in/sec can cause "dynamic settlement" (soil compaction) at greater distances, potentially leading to well casing failure or loss of water in the overburden.
While direct sediment influx often happens due to runoff from the construction site, changes in groundwater flow paths from excavation or blasting can redirect contaminants toward a well from a "significant distance" away. Also, blasting can fracture the bedrock, which might cause a structural collapse in unstable geological zones.
Development of the site can impact groundwater recharge and well yield over the long term. Grading and the clearing of the land increase surface runoff and reduce the amount of water that can soak into the ground, which over a number of years (or decades) may deplete groundwater. Cutting into the earth for foundations can intersect and redirect the groundwater flow that had historically fed the wells.
Vibrations can shake loose rock particles or sediment within the well, leading to "turbid" (cloudy) or brown water in the short term. In addition, runoff from grading sites often contains fuel, oil, or cement, which can infiltrate the groundwater supply. Heavy grading and machinery permanently compact the soil, reducing its natural ability to absorb and filter precipitation even in areas that remain unpaved.
Suburban/ urban development introduces "chemical cocktails" into the groundwater, including road salts (chlorides), heavy metals from automobiles, and nutrients from lawn fertilizers. The installation of utility lines, and underground water and sewer infrastructure can create zones of high permeability- a pathway of least resistance if you will- allowing contaminants to travel much faster and further through the soil than they naturally would.
The proffer Stanley Martin is offering to effectively the first line of homes may not include enough area to ensure no impact. The U.S. EPA standard for determining impact is a greater radius and begins at a quarter of a mile, is 2.0 miles for class II groundwater under the EPA’s Groundwater Protection Strategy under RCRA, and is 4 miles for CERCLA. At a minimum defaults to 1/4 acre in most circumstances. The scope to testing should be defined and include all primary and secondary contaminants regulated under the Safe Drinking Water Act, The static water level, and the water well yield test. (Make sure they are not testing the pump yield.).
Finally, depletion of groundwater can be a very slow but real process takes years before homeowners notice impact to their wells. Large-scale projects need to install "sentinel wells" at a minimum at the corners of the project to monitor groundwater levels during and after construction. These wells should meet the U.S. Geological Survey standards for groundwater monitoring wells and be turned over to the USGS to be incorporated into their monitoring network. Appropriate financial arrangements should be made with the USGS.




