- Page 1: Design GuideforCommunity Water Syst
- Page 4 and 5: 2.18. AUTOMATION. .................
- Page 6 and 7: 4.3.11. Waste Disposal. ...........
- Page 8: CHAPTER 6 -- MINIMUM CONSTRUCTION R
- Page 12 and 13: Maximum Hour Demand -- The amount o
- Page 14 and 15: (This page is intentionally blank.)
- Page 16 and 17: and deviations are subject to indiv
- Page 18 and 19: (blank)Aug. 29, 2003Page viii
- Page 20 and 21: a. A description of the nature and
- Page 22 and 23: a. Hydrological data, stream flow,
- Page 24 and 25: 4. Be conducted under the same oper
- Page 26 and 27: maintaining the new technology and
- Page 28 and 29: 1.2.1. Plans shall include:a. Suita
- Page 30 and 31: name, number, effective date, publi
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- Page 34 and 35: e. The site will provide all-weathe
- Page 38 and 39: etween them, a six-inch band of con
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- Page 46 and 47: a. Regulated recreational activitie
- Page 48: e done to determine the degree and
- Page 51: 1. Pumping rate;2. Pumping water le
- Page 55 and 56: sieve analyses of the water bearing
- Page 57 and 58: e circulated in the annular space s
- Page 59 and 60: emoved. Therefore, every well shoul
- Page 61 and 62: 3.2.6.4. Pitless well units.a. The
- Page 63 and 64: SIZE (inches)6 id.8101214 od.161820
- Page 65 and 66: Chapter 4 -- Tre atment4.0. General
- Page 67 and 68: settling basins shall be not less t
- Page 69 and 70: 3. Shall have valves located outsid
- Page 71: d. Be automatic. Timers on automati
- Page 76 and 77: 2. Uniformity coefficient not great
- Page 78 and 79: j. During air scour, the backwash w
- Page 80 and 81: . An easily readable meter or flow
- Page 82 and 83: 4.3.4. Design Pressure Drop or Tran
- Page 84 and 85: 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