Current through Register Vol. 63, No. 9, September 1, 2024
(1) Special Area
Standards for the Construction and Alteration of Water Supply Wells in the
Lakeview Area.
(a) As used in this rule and
illustrated in Figure 200-3, "The Lakeview Area" includes the area located in
Sections 4, 5, 8 and 9 of Township 39 South, Range 20 East of the Willamette
Meridian, Lake County, Oregon. Beginning at a point on the West line of Section
4, said point bears South 1 40' 45" East - 2245.31 feet from the Northwest
Corner of Section 4; thence South 89 54'45" East - 1907.04 feet to the West
right of way line of the Fremont Logging Road; thence South 39 26' 40" East
along the West right of way line of the Fremont Logging Road - 3095.16 feet;
thence South 1 53' 14" East - 617.32 feet to the South line of Section 4;
thence continuing in Section 9 - South 00 13' 8" West parallel to the North
South centerline of Section 9 - 2649.14 feet to the East West centerline of
Section 9; thence South 89 45' 31" West along the East West centerline of
Section 9 - 3782.55 feet more or less to the West line of Section 9; thence
West along the East West centerline of Section 8 - 1320.00 feet more or less to
the center East 1/16 corner of Section 8; thence North 2640.00 feet more or
less to the East 1/16 corner common to Sections 5 and 8; thence North 1 41' 33"
West - 2630.48 feet more or less to the center East 1/16 corner of Section 5;
thence North 1 40' 45" West - 410.32 feet; thence South 59 54' 45" East -
1307.02 feet more or less to the point of beginning.
(b) Any new, altered, deepened or converted
well in the sedimentary units (clay, sand, silt, gravel) in the Lakeview Area
shall be cased and sealed according to OAR 690, division 210 with the following
additional requirements:
(A) Unperforated
casing and seal shall extend from land surface to a depth of 250 feet below
land surface; and
(B) Perforated
casing may extend below the seal.
(c) Liner installed in any new, altered,
deepened or converted well in the sedimentary units (clay, sand, silt, gravel)
in the Lakeview Area shall not extend more than 10 feet above the bottom of the
unperforated casing.
(d)
Alternatives to the special area standards shall be approved only if it can be
demonstrated that the alternative techniques proposed to be used are as
effective as the techniques required in subsection (1)(b) and (1)(c) above.
Such alternatives require prior written approval by the Department and
follow-up testing as may be required by the Department.
(e) Except as they may conflict with
subsection (1)(b) and (1)(c), all other provisions of Oregon Administrative
Rules for Well Construction and Maintenance Standards apply.
(f) This rule is applicable to wells for
which construction, alteration, deepening or conversion began on or after April
1, 2004.
(g) This special area
standard may be revised at a future date when additional information and
analysis is provided from other agencies including the Oregon Department of
Environmental Quality.
(2) Special Area Standards for the
Construction, Conversion and Maintenance of Water Supply Wells for the "Petes
Mountain Area", Clackamas County.
(a) As used
in this rule and illustrated in Figure 200-4, "The Petes Mountain Area"
includes the area located in Sections 28, 29, 32, 33 and 34 Township 2 South,
Range 1 East, Willamette Meridian; and Sections 2, 3, 4, 5, 9, 10, 11, 15 and
16, Township 3 South, Range 1 East, Willamette Meridian. Beginning at the
intersection of SW Ek Road and SW Stafford Road (T.2 S., R.1 E., Sec. 29);
thence southerly along SW Stafford Road to SW Mountain Road; thence southerly
along SW Mountain Road to SW Hoffman Road; thence easterly along SW Hoffman
Road to the intersection of SW Hoffman Road, SW Petes Mountain Road and SW
Riverwood Drive; thence due east to the Willamette River; thence northerly
along the Willamette River to the mouth of the Tualatin River; thence
northwesterly along the Tualatin River to SW Borland Road (a.k.a. Willamette
Falls Drive); thence northwesterly along SW Borland Road to SW Ek Road; thence
westerly along SW Ek Road to SW Stafford Road, to the point of
beginning.
(b) All new, altered,
deepened or converted wells constructed in the Petes Mountain Area shall be
cased and sealed in accordance with OAR 690, Division 210 with the following
additional requirements:
(A) All new wells
shall have a nominal minimum well casing diameter of at least 6
inches.
(B) All wells shall have a
minimum 3/4-inch diameter dedicated measuring tube installed at the time of
pump installation, pump repair or pump replacement (See Figure 200-5 and OAR
690-215-0200).
(C) Alternatives to
the special area standards shall be approved only if it can be demonstrated
that the alternative techniques proposed to be used are as effective as the
techniques required in subsection (2)(b) above. Such alternatives require prior
written approval by the Department. In addition, follow-up testing may be
required by the Department to insure the effectiveness of the alternative
technique.
(D) Except as they may
conflict with subsection (2)(b), all other provisions of Oregon Administrative
Rules for Well Construction and Maintenance Standards apply.
(E) This rule is applicable to wells for
which pump installation, repair or replacement began on or after July 1,
2008.
(F) This special area
standard may be revised at a future date when additional information and
analysis is provided from other agencies including the Oregon Department of
Environmental Quality.
(3) Special Area Standards for the
Construction, Conversion and Maintenance of Water Supply Wells for the "Eola
Hills Ground Water Limited Area," Polk and Yamhill Counties.
(a) As used in this rule and illustrated in
Figure 200-7, "The Eola Hills Ground Water Limited Area" includes all or
portions of Sections 4 through 9, 16 through 21, and 29 through 32, Township 6
South, Range 3 West, Willamette Meridian; Sections 3 through 10, 15 through 22,
28, 29 and 30, Township 7 South, Range 3 West, Willamette Meridian; Sections 1
through 5, 8 through 17, 20 through 29, and 32 through 36, Township 6 South,
Range 4 West, Willamette Meridian; and Sections 1 through 30, Township 7 South,
Range 4 West, Willamette Meridian. The boundary of the Eola Hills area is as
follows: Beginning at the intersection of the south line of Township 5 South
and U.S. Highway 99W, thence east along the township line to the Willamette
River, thence southerly to Oregon State Highway 22, thence westerly to U.S.
Highway 99W, thence northerly along Hwy 99W to the point of
beginning.
(b) All new, altered,
deepened or converted wells constructed in the Eola Hills Ground Water Limited
Area shall be cased and sealed in accordance with OAR 690, Division 210 with
the following additional requirements:
(A) All
new wells shall have a nominal minimum well casing diameter of at least 6
inches.
(B) All wells, in all
aquifers, shall have a minimum 3/4-inch diameter dedicated measuring tube
installed at the time of pump installation, pump repair or pump replacement
(See Figure 200-5 and OAR 690-215-0200).
(C) All new and deepened wells developing
water from basalt in the Eola Hills Ground Water Limited Area shall be limited
to one aquifer and shall be continuously cased and continuously sealed to
within 100 feet of the bottom of the hole.
(c) Alternatives to the special area
standards shall be approved only if it can be demonstrated that the alternative
techniques proposed to be used are as effective as the techniques required in
subsection (3)(b) above. Such alternatives require prior written approval by
the Department. In addition, follow-up testing may be required by the
Department to insure the effectiveness of the alternative technique.
(d) Except as they may conflict with
subsection (3)(b), all other provisions of Oregon Administrative Rules for Well
Construction and Maintenance Standards apply.
(e) This rule is applicable to wells for
which pump installation, repair or replacement began on or after July 1,
2008.
(4) Special Area
Standards for New, Altered, Deepened or Converted Water Supply Wells in the
"Mosier Area," Wasco County.
(a) As used in
this rule and illustrated in Figure 200-8, the "Mosier Area" includes the area
located in Section 36 Township 3 North, Range 11 East, Willamette Meridian; and
Sections 31, 32, 33 and 34 Township 3 North, Range 12 East, Willamette
Meridian; and Sections 1, 2, 3, 10, 11, 12, 13, 14, 15, 22, 23, 24, 25, 26, 27,
34, 35 and 36 Township 2 North, Range 11 East, Willamette Meridian; and
Sections 3, 4, 5, 6, 7, 8, 9, 10, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23,
27, 28, 29, 30, 31, 32 and 33 Township 2 North, Range 12 East, Willamette
Meridian. Beginning at a point of intersection of the Wasco County, Hood River
County, State of Oregon and State of Washington lines; thence south along the
Wasco and Hood River County line to the Southwest corner of Section 34,
Township 2 North, Range 11 East of the Willamette Meridian; thence east to the
Southeast corner of Section 32, Township 2 North, Range 12 East of the
Willamette Meridian; thence north to the East 1/4 corner of Section 32; thence
east to the Southeast corner of the SW1/4 of the NW1/4 of Section 33; thence
north to the Southeast corner of the NW1/4 of the NW1/4 of Section 33; thence
east to the Southeast corner of the NE1/4 of the NW1/4 of Section 33; thence
north to the North 1/4 corner of Section 33; thence east to the Southeast
corner of the SW1/4 of the SE1/4 of Section 28; thence north to the Southeast
corner of the NW1/4 of the SE1/4 of Section 28; thence east to Southeast corner
of the NW1/4 of the SW1/4 of Section 27; thence north to the Southeast corner
of the SW1/4 of the NW1/4 of Section 27; thence east to the Center 1/4 corner
of Section 27; thence north to Southeast corner of the NE1/4 of the NW1/4 of
Section 27; thence east to the Southeast corner of the NW1/4 of the NE1/4 of
Section 27; thence north to the Northeast corner of the NW1/4 of the NE1/4 of
Section 27; thence east to the SE corner of section 22; thence north to the
East 1/4 corner of Section 22; thence east to the Center 1/4 of Section 23;
thence north to the Southeast corner of the NE1/4 of the NW1/4 of Section 23;
thence east to the Southeast corner of the NE1/4 of the NE1/4 of Section 23;
thence north to the Northwest corner of Section 24; thence east to the North
1/4 corner of Section 24; thence north to the North 1/4 corner of Section 13;
thence west to the Northeast corner of Section 15; thence north to the Oregon
and Washington State line; thence west along the Oregon-Washington State line
to the point of beginning.
(b) Well
constructors shall provide at least 10 calendar days notice to the Department
prior to the start of construction, alteration, deepening or conversion on any
new or existing well in the "Mosier Area", in one of two ways:
(A) A Start Card submitted electronically at
least ten (10) calendar days prior to the start of construction, alteration,
deepening or conversion; or
(B) A
Start Card mailed, faxed or hand delivered and received by the Department in
Salem at least ten (10) calendar days prior to the start of construction,
alteration, deepening or conversion.
(c) In cases where the additional notice
requirement cannot be met the well constructor shall notify the Department by
fax, telephone or e-mail prior to the start of construction, alteration,
deepening or conversion. Department approval is required to proceed. Approval
shall be either, verbal, written or electronic.
(d) All new and deepened water supply wells
developing water from the Columbia River Basalt Group in the "Mosier Area", as
described in (a) above, shall be limited to one aquifer and shall be
constructed in accordance with OAR 690, division 210 with the following
additional requirements:
(A) All new wells
shall have a nominal minimum well casing diameter of at least 6
inches.
(B) The well constructor
shall provide the following information to the Department so that a case and
seal depth can be determined. The well shall not be permanently cased and
sealed prior to consultation with the Department:
(i) A rough log that describes the kind and
nature of the material in each formation penetrated, with at least one entry
for each change of formation, the thickness of aquifers and available static
water level measurements; and
(ii)
Such additional information as required by the Department.
(e) Alternatives to the special
area standards shall be approved only if it can be demonstrated that the
alternative techniques proposed to be used are as effective as the techniques
required in (d) above. Such alternatives require prior written approval by the
Department. In addition, follow-up testing may be required by the Department to
ensure the effectiveness of the alternative technique.
(f) All wells, in all aquifers, shall have a
minimum 3/4-inch diameter dedicated measuring tube installed at the time of
pump installation, pump repair or pump replacement (See Figure 200-5 and OAR
690-215-0200).
(g) Except as they
may conflict with (d) above, all other provisions of Oregon Administrative
Rules for Well Construction and Maintenance Standards apply.
To view attachments referenced in rule text,
click here to view
rule.
Statutory/Other Authority: ORS 183, ORS
537.505-537.795, ORS
536.027, ORS
536.090, ORS 540, ORS
536.900 & ORS
537.992
Statutes/Other Implemented: ORS 183, ORS
537.505-537.795, ORS
536.090, ORS 540, ORS
536.900 & ORS
537.992