1.2.1. Plans shall include:a. Suitable title and index;b. <strong>The</strong> name of the municipality, or other entity or person responsible <strong>for</strong> thewater supply;c. Scale, in feet;d. North point;e. U.S.G.S. datum used, critical mean sea level (msl) elevations <strong>for</strong> new andexisting tanks determined from surveys beginning at USGS or departmentelevation monuments and copies of the survey;f. Legible prints suitable <strong>for</strong> reproduction;g. Date, name, and address of the designing engineer;h. Imprint of professional engineer's seal in con<strong>for</strong>mance with State ofMissouri's engineering registration requirements;i. Boundaries of municipality, water district, or area to be served;j. Location and size of existing water mains;k. Location and nature of existing water system structures and appurtenancesaffecting the proposed improvements, noted on one sheet;l. Location and description of existing and/or proposed sewerage system;m. Location of proposed water mains and water system structures, with size,length and identity;n. Contour lines at suitable intervals; ando. Names of streets and roads.1.2.2. Detailed plans, including:a. Stream crossings, providing profiles with elevations of the streambed, andthe normal and extreme high and low water levels;b. Profiles, where necessary, having a horizontal scale of not more than 100feet to the inch and a vertical scale of not more than ten feet to the inch,with both scales clearly indicated. (Note: This does not apply to entiredistribution systems.);c. Location and size of the property to be used <strong>for</strong> the water worksdevelopment with respect to known references such as roads, streams,section lines, or streets;d. Topography and arrangement of present or planned wells or structures,with contour intervals not greater than two feet;e. One hundred-year flood plain or elevations of the highest known floodlevel, floor of the structure, upper terminal of protective casings andoutside surrounding grade, using United States Coast and GeodeticSurvey, United States Geological Survey or equivalent elevations whereapplicable as reference;f. Plat and profile drawings of well construction, showing the diameter anddepth of drill holes and casings; liner diameters; grouting depths;elevations and designation of geological <strong>for</strong>mations; water levels andother details to describe the proposed well completely;Aug. 29, 2003Page 10
g. Location of all existing and potential sources of pollution within 1,000 feetof the source, and within 300 feet of underground treated water storagefacilities;h. Size, length, and identity of sewers, drains, and water mains, and theirlocations relative to plant structures;i. Schematic flow diagrams and hydraulic profiles showing the flow throughvarious plant units;j. Piping in sufficient detail to show flow through the plant, including wastelines;k. Locations of all chemical storage areas, feeding equipment, and points ofchemical application;l. All appurtenances, specific structures, equipment, water treatment plantwaste disposal units, and points of discharge having any relationship to theplans <strong>for</strong> water mains and/or water system structures;m. Locations of sanitary or other facilities, such as lavatories, showers,toilets, floor drains, etc.;n. Locations, dimensions, and elevations of all proposed plant facilities;o. Locations of all sampling taps; andp. Adequate description of any features not otherwise covered by thespecifications.1.3. Specifications.Complete, detailed technical specifications shall be supplied <strong>for</strong> the proposed project,including:a. A description of how existing water system facilities will continue in operationduring renovation or construction of additional facilities to minimize interruptionof service;b. <strong>The</strong> specification of laboratory facilities and equipment;c. <strong>The</strong> number and design of chemical feeding equipment;d. A description of materials or proprietary equipment <strong>for</strong> sanitary or other facilitiesincluding necessary cross-connection protection;e. <strong>The</strong> specification of manufactured products such as pipe, valves, fittings,hydrants, steel, Portland cement, etc. by the appropriate national standard,sufficient to differentiate the exact product. Any stamp or marking required toidentify the product as meeting the national standard and an affidavit from themanufacturer stating that the product meets the national standard. <strong>The</strong> standardnames, number, effective date, publication date, name and address of theorganization issuing the standard shall identify the national standard.Specifications <strong>for</strong> manufactured products may also include the complete detailednational standard at the discretion of the engineer;f. All procedures, methods, testing requirements, and products except manufacturedproducts noted in paragraph 1.3.e. above, specified by the appropriate nationalstandard and all details of the national standard needed to properly construct thewater system component shall be included in the specifications. <strong>The</strong> standardAug. 29, 2003Page 11
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j. During air scour, the backwash w
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. An easily readable meter or flow
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4.3.4. Design Pressure Drop or Tran
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4.3.9. Flow Meters.Totaling rate of
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utilized, shall be 1.0 milligrams p
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. Removal of precursors prior to ch
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5. Consideration shall be given to
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. Pre-treatment requirements. Iron,
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t. Housing. Bagged salt and dry bul
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4.7. Iron and Manganese ControlIron
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Where phosphate treatment is used,
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3. Series and parallel flow piping
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approval of the department before u
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contact time must be provided to co
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a. Sanitary sewers with the approva
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1. Obtain a letter of approval from
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6. The provisions for the final dis
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a. Missouri River or Mississippi Ri
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5.0.3. General equipment design.Gen
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minimize chemical dust created by t
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1. At least 30 days of chemical sup
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e. Hand pumps shall be provided for
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5.2. Chemicals.5.2.1 Shipping conta
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outside atmosphere, above grade and
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5.4.2. Acids.a. Acids shall be kept
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4. Anhydrous ammonia contact with c
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combustible material.2. Powdered ac
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fluoride feed line when a metering
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possibility for overfeed.h. Protect
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caution.d. Where taste and odor con
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e installed to monitor the flow of
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the generator dielectrics. Sufficie
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published by the National Fire Prot
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g. Water from pump gland drainage s
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6.3. Pumps.6.3.1.Pumps shall be siz
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6.4.2.2. Suction lines.Suction line
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cessation of minimum essential serv
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parameters: average winter (Decembe
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a. Overflows shall be sized to perm
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additional shielding to prevent the
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largest pump out of service shall b
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7.1.4. CostsAs part of the final en
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7.4. Hydropneumatic Storage7.4.1. H
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provided on larger tanks as needed
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7.5.2. Fire Suppression Rating Sche
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in areas served by rural water dist
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connected directly to any sewer. Su
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8.6.5. Force mains.There shall be a
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8.11.2. Filling device.A filling de