Recommended
Standards
for Water Works
2007 Edition
Policies for the Review and Approval
of Plans and Specifications for Public Water Supplies
A Report of the Water Supply Committee of the
Great Lakes--Upper Mississippi River Board
of State and Provincial Public Health and Environmental Managers
MEMBER STATES AND PROVINCE
Illinois Indiana Iowa Michigan Minnesota Missouri
New York Ohio Ontario Pennsylvania Wisconsin
Published by: Health Research Inc., Health Education Services Division,
P.O. Box 7126, Albany, NY 12224
(518)439-7286 www.hes.org
Copyright © 2007 by the Great Lakes - Upper Mississippi River Board of State and Provincial
Public Health and Environmental Managers
This book, or portions thereof, may be reproduced without permission from the author if proper credit is given.
POLICY STATEMENT ON PRE-ENGINEERED WATER TREATMENT PLANTS
POLICY STATEMENT ON AUTOMATED/UNATTENDED OPERATION OF SURFACE WATER TREATMENT PLANTS
POLICY STATEMENT ON BAG AND CARTRIDGE FILTERS FOR
PUBLIC WATER SUPPLIES
POLICY STATEMENT ON ULTRA VIOLET LIGHT
FOR TREATMENT OF PUBLIC WATER SUPPLIES
POLICY STATEMENT ON INFRASTRUCTURE SECURITY FOR PUBLIC WATER SUPPLIES
POLICY STATEMENT ON ARSENIC REMOVAL
INTERIM STANDARD - NITRATE REMOVAL USING SULFATE SELECTIVE ANION EXCHANGE RESIN
INTERIM STANDARD - USE OF CHLORAMINE DISINFECTANT FOR PUBLIC WATER SUPPLIES
INTERIM STANDARD ON MEMBRANE TECHNOLOGIES FOR PUBLIC WATER SUPPLIES
PART 1 - SUBMISSION OF PLANS
1.0 GENERAL
1.1 ENGINEER’S REPORT
1.1.1 General Information
1.1.2 Extent of water works system
1.1.3 Justification of project
1.1.4 Soil, groundwater conditions, and foundation problems
1.1.5 Water use data
1.1.6 Flow requirements
1.1.7 Sources of water supply
1.1.8 Proposed treatment processes
1.1.9 Sewerage system available
1.1.10 Waste disposal
1.1.11 Automation
1.1.12 Project sites
1.1.13 Financing
1.1.14 Future extensions
1.2 PLANS
1.2.1 General layout
1.2.2 Detailed plans
1.3 SPECIFICATIONS
1.4 DESIGN CRITERIA
1.5 REVISIONS TO APPROVED PLANS
1.6 ADDITIONAL INFORMATION REQUIRED
PART 2 - GENERAL DESIGN CONSIDERATIONS
2.0 GENERAL
2.1 DESIGN BASIS
2.2 PLANT LAYOUT
2.3 BUILDING LAYOUT
2.4 LOCATION OF STRUCTURES
2.5 ELECTRICAL CONTROLS
2.6 STANDBY POWER
2.7 SHOP SPACE AND STORAGE
2.8 LABORATORY FACILITIES
2.9 MONITORING EQUIPMENT
2.10 SAMPLE TAPS
2.11 FACILITY WATER SUPPLY
2.12 WALL CASTINGS
2.13 METERS
2.14 PIPING COLOR CODE
2.15 DISINFECTION
2.16 OPERATION AND MAINTENANCE MANUAL
2.17 OPERATOR INSTRUCTION
2.18 SAFETY
2.19 SECURITY
2.20 FLOOD PROTECTION
2.21 CHEMICALS AND WATER CONTACT MATERIAL
2.22 OTHER CONSIDERATIONS
PART 3 - SOURCE DEVELOPMENT
3.0 GENERAL
3.1 SURFACE WATER
3.1.1 Quantity
3.1.2 Quality
3.1.3 Minimum treatment
3.1.4 Structures
3.1.5 Zebra Mussel control
3.1.6 Impoundments and reservoirs
3.1.7 Security
3.2 GROUNDWATER
3.2.1 Quantity
3.2.2 Quality
3.2.3 Location
3.2.4 Testing and records
3.2.5 General well construction
3.2.6 Aquifer types and construction methods - Special conditions
3.2.7 Well pumps, discharge piping and appurtenances
PART 4 - TREATMENT
4.0 GENERAL
4.1 CLARIFICATION
4.1.1 Presedimentation
4.1.2 Coagulation
4.1.3 Flocculation
4.1.4 Sedimentation
4.1.5 Solids contact unit
4.1.6 Tube or plate settlers
4.1.7 High rate clarification processes
4.2 FILTRATION
4.2.1 Rapid rate gravity filters
4.2.2 Rapid rate pressure filters
4.2.3 Diatomaceous earth filtration
4.2.4 Slow sand filters
4.2.5 Direct filtration
4.2.6 Deep bed rapid rate gravity filters
4.2.7 Biologically active filters &nb