1. Las Delicias Water Project: Piping System Design EWB-MAP Compiled by: Richard Cairncross Date 1/12/2011

2. Map of Current Water System (section relevant for EWB-MAP modifications) RED lines – supply lines to tank (uphill by pump) BLUE lines – distributions lines by gravity

3. Proposed update to Water System (section relevant for EWB-MAP modifications) RED lines – supply lines to tank (uphill by pump) BLUE lines – distributions lines by gravity NEW SUPPLY LINE 1 NEW DISTRIBUTION LINE 2c NEW DISTRIBUTION LINE 2a NEW DISTRIBUTION LINE 2b NEW TANK A B C D E F

4. Piping System Layout New Pipelines Supply Line 1 to new tank (A-B-C) – Length = 365 m + tank connection (assume + 10 m) = 375 m – 1 bend, 1 tee, 3 elbow, 2 valves, 1 exit – 17 m elevation rise + tank height – Hill rises to 643 m then valley falls t0 640 m on connecting road (D-B) – ~175 gpm flowrate Distribution line connection 2a from lower Tramo 3b to lower Tramo 6 (E-F) – 105 m length, elevation change unclear, guess 10 m drop Distribution connection 2b from upper Tramo 3b to upper Tramo 6 (B-D) – 120 m length, 8 meter drop with low point at 640 m (3 m below D) Distribution line 2c from new tank to new connections (C-B-E) – 255 m length, 11 meter elevation drop Waypoints PointLocationElevation ACalle Principal638 m BIntersection at Field 651 m CNew tank655 m DEnd of upper Tramo 6 643 m EEnd of lower Tramo 3b 640 m FEnd of lower Tramo 6 ?? Guess 630 m

5. Proposed update to Water System (section relevant for EWB-MAP modifications) RED lines – supply lines to tank (uphill by pump) BLUE lines – distributions lines by gravity NEW SUPPLY LINE 1 NEW TANK A B C 105 m 20 m 240 m

6. Estimate of head losses in supply pipe 1 (smooth PVC) 4” PVC sufficient to keep major and minor losses to >10% of the elevation change

7. Assumptions for Supply Pipe 1 Calculation

8. Supply Pipe 1 Pipe Profile (not to scale) NEW TANK A B C 105 m 20 m 240 m D 638 m 640 m 643 m 651 m Elevation: 640 m 655 m Tee connect to 6” pipe Gate Valve 45° Elbow 90° Elbow Gate Valve 90° Elbow Pipe Exit PIPE FITTINGS

9. Supply Pipe 1 Trenching Based on recommendations from EWB Water Resource Guidelines: – 45 cm trench depth – 10 cm bedding (2-12 mm soil) if stones/rocks present in trench – Back-fill with soil that is free of lumps, from stones (>3 cm), and from organic matter – PVC pipe joined in trench and cure for >10 hr prior to pressurizing. Keep joints exposed to check for leaks – For road crossing, bury PVC pipe inside steel or concrete pipe (ID > diameter of PVC joints) and bury at same depth as standard trench 45 cm trench depth 10 cm bedding

10. Valve Boxes

11. Thrust Anchors for Elbows &Tees From Russ Turner, Tetratech

12. Thrust Anchor Dimensions Based on 4” PVC PIPE 45 cm Trench Depth Height of Anchor 22.5 cm Length of Anchor Backing against undisturbed material: 90° BEND: L = 83 cm 45° BEND: L = 41 cm Tee: L = 41 cm

13. Reaction Backing (Thrust Anchor) for turns in Supply Pipe 1 From Michael Swank

14. Reaction Backing

16. Reaction Backing for Tee

17. Supply Pipe 1 Materials List 4” PVC pipe (Schedule 40) in 6 m lengths – 62 pieces 4” PVC 45° Elbow – 1 piece 4” PVC 90° Elbow – 1 piece Tee connector & Adapter from 6” PVC main to 4” branch line – 1 piece PVC primer, PVC cement, applicators, and cleanup Gate/Ball valves (PVC or steel ?) – 2 pieces 4” Steel Pipe (5 m) – 1 piece 4” Steel 90° Elbow – 2 pieces 4” PVC-Steel Pipe Connector – 1 piece Bed material for trench (2-12 mm), if necessary Fill material, if necessary Concrete for Anchoring Piping at Bends Concrete/Rebar for Valve boxes and lids Tools for cutting, de-burring, connecting pipe

18. EPA-NET Simulation for Supply Line 1 Matches Excel Calculations

19. Questions about Supply Pipe 1 Depth of trench for buried pipe – Along side of road – Road crossing Design of valve boxes Design of thrust blocks for turns in pipe Details of connection from pipeline to tank Prices of available PVC pipe in ES Need for an air bleed at high-point between points A-D Need for expansion fittings to accommodate settlement – where, how?

20. Design of Distribution lines 2a, 2b, 2c Use EPANet software to model distribution to households and assess needs for pipe sizes