Current through September 21, 2024
(a) 2018 TSS, part
1.2-1.2.2(r), plans; 1.3-1.3(e), specifications; 1.4-1.4(m), design criteria;
1.5, revisions to approved plans; and 1.6, additional information required; are
herein incorporated by reference.
(b) All plans for waterworks and treatment
facilities shall also include the name of the real estate owner, the owner of
the project, and the location of the project.
(c) Plans for transmission and distribution
lines shall include:
(i) The information
required in paragraph (a) of this Section;
(ii) A detailed plan view at a legible scale
of each reach of the water line showing all existing and proposed streets,
adjacent structures, physical features, and existing locations of utilities
that indicates:
(A) The location and size of
all water lines, valves, access manholes, air-vacuum release stations, thrust
blocking, and other appurtenances; and
(B) Pertinent elevations.
(iii) Profiles of all water lines
that are shown on the same sheet as the plan view at legible horizontal and
vertical scales and that show:
(A) Profiles
of:
(I) Existing and finished
surfaces;
(II) Pipe size and
material; and
(III) Valve size,
material, and type.
(B)
The location of all special features such as access manholes, concrete
encasements, casing pipes, blowoff valves, and air-vacuum relief
valves.
(iv) Special
detail drawings scaled and dimensioned to show the following:
(A) The bottom of the stream, the elevation
of the high- and low-water levels, and other topographical features at points
where the water line:
(I) Is located within 10
feet of streams or lakes; or
(II)
Crosses streams or lakes.
(B) A cross-section drawing of the pipe
bedding; and
(C) Additional
features of the pipe or its installation that are not otherwise covered by
specifications.
(v) The
location of any sewer lines within 30 feet horizontally of water lines. Sewers
that cross water lines shall be shown on the profile drawings.
(d) Plans for storage tanks,
pumping stations, and water treatment facilities shall show the relation of the
proposed project to the remainder of the system and shall include:
(i) The information required in paragraph (a)
of this Section;
(ii) The seal and
signature of the Wyoming Professional Engineer providing the design;
(iii) The site location and layout including:
(A) Topographic and physical features,
including embankments;
(B) The
proposed arrangement of pumping or treatment units;
(C) Existing facilities;
(D) Existing and proposed piping and valving
arrangements;
(E) The route to
access the facility;
(F) The power
supply;
(G) Fencing; and
(H) The proposed location of clearwells,
waste ponds, and sludge ponds.
(iv) Schematic flow diagram(s) and hydraulic
profile(s) for facility-treated water;
(v) A flow diagram for sludge and wastewater
flows; and
(vi) Plan(s) and section
view(s) of each treatment facility process unit with specific construction
details, features, and pertinent elevations including but not limited to the
following:
(A) Inlet and outlet
devices;
(B) Baffles;
(C) Valves;
(D) Arrangement of automatic control
devices;
(E) Mixers;
(F) Motors;
(G) Chemical feeders;
(H) Sludge scrapers;
(I) Sludge disposal; or
(J) Other mechanical devices.
(e) Plans for well
construction shall include:
(i) The
information required in paragraph (a) of this Section;
(ii) Assembled order, size, and length of
casing and liners;
(iii) The well
test method and allowable tolerance;
(iv) The locations of all caisson
construction joints and porthole assemblies on drawings, if a radial water
collector is proposed;
(v) From the
ground surface to the total depth of the drilled borehole, the elevation and
designation of geological formations, water levels, formations penetrated, and
other details to describe the proposed well completely;
(vi) Screen locations, size of screen
openings, and screen intervals;
(vii) The location of any blast charges, if
available; and
(viii) Existing well
test data, including:
(A) Test pump
capacity-head characteristics;
(B)
Static water level;
(C) Depth of
test pump setting;
(D) Time of
starting and ending each test cycle;
(E) Pumping rate;
(F) Pumping water level;
(G) Drawdown; and
(H) Water recovery rate and levels.
(f) Plans for water
lines, pump stations, treatment facilities, wells, storage, or
additions/modifications to existing systems or facilities shall be accompanied
by technical specifications that include:
(i)
The information required in paragraph (a) of this Section;
(ii) Identification of construction
materials;
(iii) When applicable,
the type, size, strength, operating characteristics, rating or requirements for
all mechanical and electrical equipment, including machinery, valves, piping,
electrical apparatus, wiring, and meters; laboratory fixtures and equipment;
operating tools; special appurtenances; and chemicals;
(iv) Construction and installation procedure
for materials and equipment;
(v)
Requirements and tests of materials and equipment to meet design
standards;
(vi) Performance tests
for the operation of completed works and component units;
(vii) Specialized requirements for tests,
analyses, disinfection techniques, and other special needs;
(viii) A demonstration that all water service
connections will be provided with backflow prevention devices in accordance
with the requirements of Section
16(m) of this Chapter;
and
(ix) If technical
specifications have been independently permitted by the Department for
statewide use, the title, date, and permit approval identification number in
lieu of providing technical specifications.