a. Hydrological data, stream flow, and weather records;b. Safe yield design as described in section 3.1. of this document;c. <strong>The</strong> maximum flood flow and the safety features of the spillway anddam, shall be based on the design criteria of the Missouri Dam andReservoir Safety Council, regardless of the height of the dam;d. A description of the watershed, noting any existing or potentialsources of contamination (such as highways, railroads, chemicalfacilities, farming operations, etc.) which may affect water quality, adiscussion of land use practices, and provisions <strong>for</strong> erosion andsiltation control structures;e. Summarized quality of the raw water, with special reference tofluctuations in quality, changing meteorological conditions, etc.; andf. Source water protection issues or measures that need to be consideredor implemented.1.1.6.2. Ground water sourcesa. Consolidated <strong>for</strong>mation groundwater is generally available in verylarge quantities in southern and central Missouri and withdrawal is notregulated. However, large withdrawals may reduce the volumeavailable in localized areas. <strong>The</strong> purpose of the hydrogeologic report isto provide in<strong>for</strong>mation to the public water supply so that rationaldecisions can be made on location of wells, the possible civil liabilityof de-watering neighbors, and the practicality of expandinggroundwater withdrawal from an ever widening circle versusswitching to surface or alluvial sources;b. <strong>The</strong> department shall be consulted prior to design and constructionregarding a proposed well location as it relates to required separationbetween existing and potential sources of contamination andgroundwater development. <strong>The</strong> engineering report shall include-1. A legal description of sites under consideration;2. Advantages of the selected site;3. Elevations with respect to surroundings;4. Probable character of <strong>for</strong>mations through which the source is tobe developed;5. Geologic conditions affecting the site; <strong>for</strong> example, any existingsinkholes, caves, test holes, abandoned wells, or anticipatedinterference between proposed and existing wells. Thisin<strong>for</strong>mation can be obtained from the department's GeologicalSurvey and Resource Assessment Division. <strong>Water</strong> supplieswhich withdraw or propose to withdraw 2,000,000 gallons perday (2 MGD) or more from wells in consolidated <strong>for</strong>mationsand public water supplies that are contiguous with other publicsupplies which together withdraw or propose to withdraw2,000,000 gallons per day (2 MGD) or more from wells inconsolidated <strong>for</strong>mation, should submit a hydrogeologic reportbearing the seal of a geologist registered in Missouri <strong>for</strong> eachconsolidated <strong>for</strong>mation well project;Aug. 29, 2003Page 4
6. A summary of source exploration, test well depth, and method ofconstruction, placement of liners or screen, test pumping rates andtheir duration, location, sieve analysis, water levels and specificyield, and water quality;7. Existing wells within 1,000 feet radius of the proposed well site,giving their depths, protective casing depths, capacities, andlocation;8. Sources of possible contamination within 1,000 feet; such assewers and sewerage facilities, highways, railroads, landfills,outcroppings of consolidated water-bearing <strong>for</strong>mations, chemicalfacilities, waste disposal wells, etc;9. Depths of any known aquifers that will reduce well yield ifpenetrated;10.Total depth of all known water bearing aquifers; and11.Wellhead protection measures being considered.1.1.7. New Technology<strong>The</strong> technologies provided in these design standards are generally based onstandards of the American <strong>Water</strong> Works Association, Recommended Standards<strong>for</strong> <strong>Water</strong> Works (commonly called “Ten States Standards”), and other nationallyrecognized standards. <strong>The</strong>se technologies have a long history of use and can bereasonably expected to per<strong>for</strong>m satisfactorily. However, it is the policy of thedepartment to encourage new technologies <strong>for</strong> the production, treatment, anddistribution of drinking water while continuing to protect the public health.Any public water system proposing a new technology not addressed in thesedesign standards shall provide and meet the following additional requirements inthis subsection.1.1.7.1. Engineering Report--Additional Requirements <strong>for</strong> New Technologya. Complete description of the new technology including the scientificprinciples upon which the technology is based.b. A statement indicating if the technology is currently protected by U.S.patents or is otherwise proprietary.c. Results of full scale operations at other public water systems, withwater similar to that of the public water system proposing theinstallation. <strong>The</strong>se pilot studies shall:1. Have protocols including proposed testing parametersapproved by the department prior to initiating the pilot study;2. Be done in a manner that will assure an acceptable quality offinished water will be produced through all seasonal waterquality variations of the source water;3. Include a research of historic data to determine the extremes ofwater quality that may be encountered and the research resultssubmitted in the results of the pilot study submitted with theengineering report;Aug. 29, 2003Page 5
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2. Uniformity coefficient not great
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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