The provisions of this rule set forth standards and requirements that apply to all classes of injection wells unless specifically excluded or contradicted by provisions applicable to a particular class of well.
All phases of well construction, testing and operation shall be supervised by a person who is knowledgeable and experienced in practical drilling engineering and who is familiar with the special conditions and requirements of injection well construction.
r='(2.25KHt / S10x) 1/2
where:
X = 4[PI]KH(hw-hboXSpGb / 2.3Q
r = Radius of endangering influence from injection well (length)
K = Hydraulic conductivity of the injection zone (length/time)
H = Thickness of the injection zone (length)
t = Time of injection (time)
S = Storage coefficient (dimensionless)
Q = Injection rate (volume/time)
hbo = Observed original hydrostatic head of injection zone (length) measured from the base of the lowermost underground source of drinking water
hw = Hydrostatic head of underground source of drinking water (length) measured from the base of the lowermost underground source of drinking water
SpGb = Specific Gravity of fluid in the injection zone (dimensionless)
(pi) = 3.142 (dimensionless)
The above equation is based on the following assumptions:
In determining the fixed radius, the following factors shall be taken into consideration: chemistry of the injected and formation fluids; hydrogeology; population and ground-water use and dependence; and historical practices in the area.
The Commissioner may require as a permit condition that injection pressure be so limited that pressure in the injection zone does not exceed hydrostatic pressure at the site of any improperly completed or abandoned well within the area of review. This pressure limitation shall satisfy the corrective action requirement. Alternatively, such injection pressure limitation can be part of a compliance schedule and last until all other required corrective action has been taken.
When setting corrective action requirements, the Commissioner shall consider the overall effect of the project on the hydraulic gradient in the potentially affected USDWs, and the corresponding changes in potentiometric surface(s) and flow direction(s) rather than the discrete effect of each well. If a decision is made that corrective action is not necessary based on the determinations of this paragraph, the monitoring program required in Rule 0400-45-06-.12 shall be designed to verify the validity of such determinations.
Tenn. Comp. R. & Regs. 0400-45-06-.09
Authority: T.C.A. §§ 69-3-101 et seq. and 4-5-201 et seq.