DRAFT WATER INFRASTRUCTURE CONCEPT REPORT

DRAFT

WATER INFRASTRUCTURE CONCEPT REPORT

PRIVATE SYSTEM

B&V PROJECT NO. 198998

PREPARED FOR

Remington Technology Park

20 AUGUST 2018

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Remington Technology Park | WATER INFRASTRUCTURE CONCEPT REPORT

BLACK & VEATCH | Table of Contents i

Table of Contents

Water Infrastructure Overview ........................................................................................................ 1

Private Water System Requirements ............................................................................................. 1

Potable Demand ................................................................................................................................................. 2

Fire-flow Demand .............................................................................................................................................. 2

Hydrant Flow Rate ......................................................................................................................... 2

Sprinkler Flow Rate ....................................................................................................................... 3

Other Water Demand ....................................................................................................................................... 3

Private Water System Design Criteria ........................................................................................... 5

Existing Water Source Information ............................................................................................................ 5

Water Quality Results ................................................................................................................... 5

Process Design Criteria ................................................................................................................................... 6

Water Treatment ............................................................................................................................ 6

Potable Supply ................................................................................................................................. 7

Fire-Flow Supply ............................................................................................................................. 8

System Components and layouts ................................................................................................................ 8

Building Layout................................................................................................................................ 8

Well Pump .......................................................................................................................................... 8

Chlorination ...................................................................................................................................... 9

Filtration ............................................................................................................................................. 9

Softening .......................................................................................................................................... 10

Hydropneumatic tank ................................................................................................................ 10

Fire-Flow Storage and Pumping ............................................................................................ 11

Integration with Future Public System ........................................................................................ 12

WATER INFRASTRUCTURE CONCEPT REPORT | Remington Technology Park

ii AUGUST 2018

LIST OF TABLES Table 1. RTP Water Demand Estimates........................................................................................... 2

Table 2. Potential Hydrant Flow Requirements .......................................................................... 4

Table 3. RTP Sprinkler Flow Requirements .................................................................................. 4

Table 4 Water Quality Test Results ................................................................................................... 5

Table 5 Water Treatment Design Parameters .............................................................................. 6

Table 6 Well Pump Design Criteria ................................................................................................... 8

Table 7 Chlorine Dosing Design Criteria ......................................................................................... 9

Table 8 Filter Design Criteria............................................................................................................ 10

Table 9 Softener Design Criteria ..................................................................................................... 10

Table 10 Hydropneumatic Tank Design Criteria ...................................................................... 11

Table 11 Fire-Flow Storage Tank .................................................................................................... 11

Table 12 Fire-Flow Pumps Design Criteria ................................................................................. 12

LIST OF FIGURES Figure 1 Private Potable Supply - Process Flow Diagram ....................................................... 7

Figure 2 Private Fire-Flow System - Process Flow Diagram .................................................. 8

APPENDICES Appendix A – Site Plan

Appendix B – Process Flow Diagrams

Appendix C – Well House Building Layout

Appendix D – Equipment Cutsheets


BLACK & VEATCH | Water Infrastructure Overview 1

Water Infrastructure Overview Remington Technology Park (RTP) is a proposed development located in Remington, Fauquier

County, Virginia. Upon full buildout, the RTP will include six buildings with backup power

generation on site. Water infrastructure is required to provide fire-flow for the buildings and

potable water for employees. Cooling water systems are not anticipated for these facilities.

The existing Fauquier County Water and Sanitation Authority (WSA) and Town of Remington water

systems do not have sufficient capacity to meet the water demands of the RTP. The RTP plans to

utilize both existing and development of new groundwater sources.

In the interim, a private water system is required for the first building with twenty-four employees.

The system will use an existing well to supply water to meet the potable, fire, and construction

demands of the first building.

A new well and finished water storage will be required to satisfy the potable water and fire-flow

demands when the second building goes into operation. That system is anticipated to be a public

system, owned and operated by the WSA. The existing well will be abandoned to complete build out

of the facilities.

This report develops the concept for the private water system, including well pump, water

treatment, water distribution and fire-flow storage and pumping. Requirements are based on

current conceptual level understanding of the facilities and will continue to be updated as design

progresses on the facilities.

Private Water System Requirements Utilizing the existing well, the private water system will supply water to satisfy potable, fire-flow,

and construction demands for the first building, which is anticipated to be occupied by up to

twenty-four employees. This will be a temporary system until the public system is available for

buildout of the RTP.

Water treatment will be designed in accordance with Virginia Administrative Code for Waterworks

Regulations. Fire-flow requirements will be determined in accordance with the 2012 Virginia

Uniform Statewide Building Code (VUSBC) and 2012 Virginia Statewide Fire Prevention Code

(VSFPC).

Table 1 summarizes RTP water demands. Basis of demand estimates are provided in the following

sections.


2 AUGUST 2018

Table 1. RTP Water Demand Estimates

WATER DEMAND RATE

Potable Demand 2,400 GPD

Fire-flow Demand

Hydrant Flow

Sprinkler Flow

2,000 GPM for 4 hours (480,000 gallons)

860 GPM for 90-120 minutes (103,200 gallons)

Other Demands

Construction Activities

100 GPD

Total Average Daily Demand 2,500 GPD plus 480,000 gallons of fire-flow storage

POTABLE DEMAND Assuming 100 gallons per day (GPD) per employee for twenty-four employees, the planned potable

demand for building one is 2,400 GPD.

Max day and peak hour demands are not considered for this system since it serves a single building

with a private water supply. Pump selection and line sizing will be based on plumbing design

criteria, discussed below.

FIRE-FLOW DEMAND In determining fire-flow and storage, both sprinkler requirements and hydrant requirements are

considered. For the RTP, the hydrant flow rate requirement is greater and controls for fire-flow

and storage requirement.

Hydrant Flow Rate

The ultimate RTP includes six buildings; five are 310,000 SF each and one is 230,000 SF. Occupancy

class and construction type will be determined as design of the facilities progresses. For purposes

of this report, fire-flow requirements are based on the larger size building, type IIB construction for

the gross area of the building. 8,000 GPM fire-flow for 4 hours are required per Table B105.1 in

Appendix B of the VSPC (2012). A comparison of hydrant flow rates based on Type IA or Type IIB

construction is provided in Table 2.

Section B105.2 allows a reduction in fire-flow of up to 75 percent as approved by the Authority

Having Jurisdiction when the building is fully sprinklered. RTP buildings will be fully sprinkled,

reducing the fire-flow requirement to 2,000 GPM for 4 hours.

Given the limited available water supply in Remington, 480,000 gallons of fire-flow storage would

be required. This is before consideration of fire walls and other possible variances. As design

progresses for the building, measures could be incorporated to reduce the fire-flow requirement.

1,500 GPM for 2 hours is the minimum allowed in the code, which would result in 180,000 gallons

of fire-flow storage. Offsetting storage volume by pumping from the well at a higher rate will not be

considered due to the wide range between well yield and fire-flow.


BLACK & VEATCH | Private Water System Requirements 3

Fire Hydrants at the RTP will be located per Appendix C of the VSPC (2012). Per Table C105.1

where the fire flow requirement is 2,000 GPM a minimum of two hydrants are required with

average spacing of 450 FT between hydrants and maximum distance from a road of 225 FT.

Sprinkler Flow Rate

Automatic sprinklers are required throughout the building. Wet pipe systems will be used in office

areas and other areas. Preaction systems are planned for the data halls. The double interlock

preaction system has a very low likelihood of a false discharge unlike the wet pipe system. Gas

suppression is not being considered for the RTP.

Table 3 provides the basis of sprinkler flow requirements at the RTP, based on Table 11.2.3.1.2 and

Figure 11.2.3.1 of NFPA 13 (2016).

Black & Veatch standard practice is to include an overspray factor of 1.2 when calculating the

sprinkler flow. Table 11.2.3.1.2 of NFPA 13 (2016) allows for a 60 - 90 minute duration for

Ordinary Hazard and 90 - 120 minute duration for Extra Hazard. For purposes of the estimates

above, the longer durations are used for each.

The sprinkler rate for the generator area has the highest fire flow requirement per NFPA 13,

however this is still less than the hydrant flow requirement per the fire code.

OTHER WATER DEMAND The existing well is also anticipated to supply water demands for construction activities. There are

no other anticipated demands. Cooling water is not required for the RTP facilities.

It is assumed that 100 GPD is sufficient for planning purposes, bringing the total average daily

demand to 2,500 GPD.

The well production rate is 36,000 GPD, based on a pump capacity of 25 GPM. There is a balance of

33,500 GPD available for additional construction or other water demands. Additional temporary

storage and pumping can be provided by the contractor as needed without impacting the potable or

fire-flow supply.


4 AUGUST 2018

Table 2. Potential Hydrant Flow Requirements

OCCUPANCY

CLASS1

CONSTRUCTION

TYPE1

GROSS

AREA2

[SF]

HYDRANT

FLOW

REQUIRED

[GPM]

DURATION

REQUIRED

[HOUR]

VOLUME

[GALLONS]

S-1 IA 310,000 6000 4 1,440,000

B IIB 310,000 8000 4 1,920,000

75% reduction for sprinklers3 2000 4 480,000

1 Occupancy Class and Construction Type to be further defined during design.

2Calculation is based on gross building area. Fire Area will be defined as design progresses. 3 Based on Construction Type IIB

Table 3. RTP Sprinkler Flow Requirements

SPRINKLER FLOW AREA

[SF]

DRY

PIPE

FACTOR

DENSITY

[GPM/

SF]

OVER-

SPRAY

FACTOR

HOSE

STREAM

ALLOWANCE

[GPM]

COM-

BINED

RATE

[GPM]

DURATION

[MINUTES]

VOLUME

[GALLONS]

LOCATION

Light Hazard, Wet 1500 1 0.1 1.2

100 250 30 8,400 Office areas

Ordinary 1 Hazard,

Preaction

1500 1.3 0.15 1.2 250 543 90 54,090 Building 1

Data Halls

Ordinary 2 Hazard,

Preaction

1500 1.3 0.2 1.2 250 640 90 64,620 Building 2-6

Data Halls

Extra Hazard 1, Wet 1000 1 0.3 1.2 500 860 120 103,200 Generators


BLACK & VEATCH | 5

Private Water System Design Criteria The private water system will use the existing well to supply potable water and fire-flow. The

potable water supply includes well pump, water treatment facilities, a hydropneumatic tank, and

distribution piping to the first building. The fire-flow supply includes temporary fire-storage tanks

and pumps to supply hydrants and the fire sprinkler system.

EXISTING WATER SOURCE INFORMATION On May 23, 2018 during a site meeting with GTA and B&V, representatives of VDH, WSA and

Fauquier County verified that the existing well is suitable for use as a potable water supply and that

there is sufficient documentation available on the well construction.

There are two reports with pertinent information on the existing well:

Report of Private Water Supply Evaluation, Remington Technology Park, prepared by Geo-

Technology Associates, Inc. (GTA) and dated August 6, 2018 (GTA, 2018).

Hydrogeologic Investigation, the Meadows Subdivision, Remington, Virginia, prepared by

Rogers, Golden and Halpern and dated June 2, 1989 (RGH, 1989).

RGH (1989) reported an optimal yield of approximately 300 GPM. GTA (2018) retested the well at

at lower rates to verify the well could still meet the projected temporary potable water demands.

GTA (2018) concluded that that the well is capable of yielding 25 GPM with the potential for

additional capacity. The well may be tested at higher rates if needed.

GTA (2018) provided recommendations for development of the well and water quality results

discussed below.

Water Quality Results

As reported by GTA (2018), water quality testing was conducted at the existing well on June 15,

2018. A summary of the results is tabulated in Table 4.

Table 4 Water Quality Test Results

WATER QUALITY PARAMETER RESULT

E. coli <1 to 4.1

Total Coliform 1,553 to >2,419

Turbidity, NTU 30-58

Total Iron, mg/L 18-28

Total Manganese, mg/L 0.3 – 0.4

VOCs Non-detect

Nitrate 0.72

Nitrite Non-detect

Hardness, mg/L as CaCO3 201-207


6 AUGUST 2018

WATER QUALITY PARAMETER RESULT

TDS, mg/L 261-299

Calcium, mg/L 42.7-43.8

Total Magnesium, mg/L 23.0-23.8

Radon, pCi/L 615-722

PROCESS DESIGN CRITERIA

Water Treatment

The water quality test results indicate the well is producing water with unusually high

turbidity,iron and manganese levels for a groundwater well. The well has been dormant for nearly

30 years, which is likely the cause of the resulting water quality results. It is likely that rusting well

casing fragments have entered the water, which has increased iron concentrations and turbidity.

Furthermore, it is likely that living organisms have entered the well, which has increased total

coliform counts. It is expected that the well water quality will significantly improve after the well is

flushed. It is recommended that further testing be conducted after well flushing to confirm this

assumption and refine the design criteria.

The following table indicates the water quality treatment goals.

Table 5 Water Treatment Design Parameters

PARAMETER TREATMENT GOAL

E. coli 0

Total Coliforms 0

Turbidity, NTU 0.3 (in 90% of samples)

Iron, mg/L 0.3

Manganese, mg/L 0.05

Hardness, mg/L as CaCO3 120

In order to meet the treatment goals, the following treatment is recommended:

Chlorination

● 0.64 mg/L of Cl2 is required to oxidize 1 mg/L of iron to meet MCL of 0.3 mg/L. 1.8

mg/L of Cl2 is required to oxidize 1 mg/L of manganese to meet MCL of 0.05 mg/L

● Oxidation of iron and manganese are most effective at a higher pH.

● Chlorine is required for inactivation of pathogenic organisms and to obtain a residual

disinfectant of at least 1 mg/L. The chlorine dose for disinfection and residual will

need to be determined at the full-scale.


BLACK & VEATCH | Private Water System Design Criteria 7

Filtration – filtration is required to remove suspended solids from the water in order to

reduce the turbidity to 0.3 NTU and aid in removal of the oxidized iron and manganese.

Softening – softening is proposed to reduce the hardness to 120 mg/L.

Nearby groundwater wells have much lower turbidity and iron levels and do not require filtration.

It is recommended to revisit treatment requirements for the existing well after flushing and

additional testing is completed.

Alternatively, if the water quality is as indicated in the initial water quality tests, alternative

treatment to chlorination such as aeration or sodium permanganate dosing may need to be

considered to treat the high iron content in the water.

Potable Supply

Potable supply is required for the employees in building one. A supply of 2,500 GPD is required to

meet demands. The water will be treated using chlorine, filtration and softening. Treated water will

be stored in a 750 gallon hydropneumatic tank which will provide potable water supply to the

building at the required pressure. Chlorine will additionally be added after storage to achieve the

disinfection residual. A process flow diagram for the potable system is shown in Figure 1.

The well pump will be controlled by pressure in the pneumatic tank. Pump controls will be

configured to allow filling of the fire-flow storage tanks when the pump is not filling the pneumatic

tank. Chemical feed equipment will be flow controlled.

Figure 1 Private Potable Supply - Process Flow Diagram


8 AUGUST 2018

Fire-Flow Supply

The fire-flow demand at the first building is 2,000 GPM for a maximum of 4 hours. Since the well

pump only has a capacity of 25 GPM, the fire-flow demand requires temporary storage in order to

be meet the fire flow demand. Temporary storage in the form of temporary trailers is

recommended for the private fire-flow system.

Figure 2 Private Fire-Flow System - Process Flow Diagram

SYSTEM COMPONENTS AND LAYOUTS

Building Layout

For purposes of this report, it is assumed that that the well house will be a pre-fabricated building.

Smith-Midland, who manufacturers pre-fabricated well houses, offers standard sizes buildings. The

12’ x 20’ building was selected as the basis to accommodate the necessary treatment components,

pumps and hydropneumatics tank. The type of building and details regarding the height of the

building, door locations, and other items can be finalized during detailed design. A preliminary

building layout is shown in Appendix C. Representative cutsheets for equipment are presented in

Appendix D. Design criteria for equipment will be refined during detailed design and other

manufacturers in addition to those presented in Appendix D will be considered.

Well Pump

The well pump is designed to pump 25 GPM through a 1.5” line through the well water treatment

facility to a hydropneumatic storage tank. The pump design conditions are provided in the

following table.

Table 6 Well Pump Design Criteria

DESIGN PARAMETER VALUE

Type Submersible

Number of Units 1

Flow, gpm 25




Head, psi 125

High water level, ft 20’ below grade

Low water level, ft 40’ below grade

Drive Constant speed

Motor Size, HP 2

Chlorination

Chlorination is required upstream of filtration to oxidize the iron and manganese and to achieve

disinfection of pathogens in the raw water supply. Chlorine dosing is also recommended

downstream of the storage tank to achieve the required chlorine residual. The design criteria of the

chlorine feed systems are presented in Table 7. Representative cutsheets are provided in Appendix

D.

Table 7 Chlorine Dosing Design Criteria


Type Sodium hypochlorite feed system

Tank volume, gallons 100

Pump type Peristaltic

No. of pumps 4 (2 duty/ 2 standby)

Pre-filtration

Water flow, gpm

Anticipated chlorine dose1, mg/L

Anticipated pumping rate, mL/min

25

5

3.15

Post storage

Water flow, gpm

Anticipated chlorine dose1, mg/L

Anticipated pumping rate, mL/min

5 - 50

1

0.13 – 1.26

1 Alternative treatment should be evaluated if raw water iron levels exceed 5 mg/L.

5 mg/L of chlorine should be sufficient to treat 4.7 mg/L of iron (5-0.3), 0.35 mg/L of

manganese (0.4-0.05) and achieve primary disinfection. 1 mg/L of chlorine should

be sufficient to achieve the residual disinfectant.

Filtration

A vertical pressure filter is recommended to remove suspended solids from the water. A self-

backwashing pressure filter is recommended to eliminate the need for backwash pumps. Spent

backwash water can be discharged to the sanitary sewer. Design criteria for the filter is presented

in Table 8. Representative cutsheets are provided in Appendix D.


10 AUGUST 2018

Table 8 Filter Design Criteria


Type Vertical Pressure Filter

Number of Units 1 duplex unit (2 filters with a duty/standby

arrangement)

Filter media Dual media (anthracite and sand)

Flow, gpm 25

Hydraulic Loading rate, gpm/sf 4

Filter area, sf 6.25

Minimum Diameter, inch 34

Softening

A softener is recommended to decrease the hardness in the water and remove ferrous iron. Design

criteria for the softener is presented in Table 9. Representative cutsheets are provided in Appendix

D.

Table 9 Softener Design Criteria


Type

Number of Units 1

Diameter, inch (softener) 16

Diameter, inch (brine tank) 24

Flow, gpm 25

Hydropneumatic tank

A hydropneumatics tank is provided in the well house to provide additional storage and adequate

water supply pressure for building one. Design criteria for the hydropneumatics tank is presented

in Table 10. Representative cutsheets are provided in Appendix D.

The tank size will be a minimum of 750 gallons meeting the following conditions:

• Minimum of 2 minute pump runtime;

• 30-minute tank drawdown during average conditions;

• 80 psi cut-in pressure, 100 psi cut-out pressure.

To limit the size of the building, a 5’ diameter tank is the maximum practical footprint. Available

tank volumes range from approximately 650 to 1100 gallons for 5’ diameter tanks. Additional



volume over the recommended 750 gallons is beneficial and can be considered as additional

storage without increasing the building footprint. The height of the precast buildings can be

adjusted to accommodate a larger tank.

Cut in and out pressure of the tank will be finalized as design progresses. It is assumed that the

minimum water supply pressure entering the building will be 70 psi in order to provide adequate

pressure to the fixtures throughout the building. This will need to be confirmed during detailed

design of the building.

Table 10 Hydropneumatic Tank Design Criteria


Number of Units 1

Volume, gal 750 – 1100

Cut in pressure, psi 80

Cut out pressure, psi 100

Diameter, ft 5

Inlet pipe diameter, in 1.5

Outlet pipe diameter, in 2

Fire-Flow Storage and Pumping

Temporary fire-flow storage is provided by renting up to twenty-four 21,000 gallon steel tanks.

Similar to trailers, the tanks have permanent axels to facilitate maneuvering into place and

removing easily when ready. Tanks come with standard connections and appurtenances for quick

assembly to the pipe network. Other options for temporary storage will be considered during

detailed design.

Skid mounted fire pumps with enclosures are providing for meeting the fire-flow requirements.

Pumps supply the fire main for hydrants and the fire connections to the fire sprinkler riser in the

building. It is assumed that the sprinkler valve will require 70-80 psi to operate.

Design criteria for fire-flow storage and pumping is provided in Table 11and Table 12, respectively.

A preliminary layout is provided on the site plan in Appendix A. Representative cutsheets are

provided in Appendix D

Table 11 Fire-Flow Storage Tank


Type Temporary Steel Tank Trailer

Number of Units 24

Volume, gallons 21,000 (each)


12 AUGUST 2018

Table 12 Fire-Flow Pumps Design Criteria


Type Horizontal Split Case

Number of Units 2

Flow, gpm 2,000

Head, psi 100

Pipe size, in 12

Drive Constant speed

Motor Size, HP 150

Integration with Future Public System The private water system is anticipated to be in service for 12-18 months until the public system is

available. Priority is given to integrating as much of the private system as possible to meet the

requirements of the future public system design. This will continue to be updated throughout the

design. Based on this conceptual level design the following can be integrated in the future public

system and ultimate build out of the RTP:

Skid mounted fire pumps with enclosures can be relocated for future the future system

configuration. System is sized for the ultimate building of the RTP.

Prefab well house can be relocated for use with the future public water system.

Water and fire piping installed for private system will be located and of sufficient capacity

for the ultimate build out of the RTP.

Depending on the new well yield and water quality results, similar water treatment scheme

may be used for the future public system. This will potentially allow for relocating and

reusing this water treatment equipment.

The pneumatic tank and any local temporary piping between the well, well house, fire-flow storage

and pumps are not anticipated to be incorporated in the future system.


BLACK & VEATCH | Appendix A

Appendix A – Site Plan

GAS YARD

BUILDING 6

DOMINION POWER

SUBSTATION

BUILDING 2

BUILDING 5

BUILDING 1

BUILDING 4

BUILDING 3

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24 Each 20,000 Gallon Tanks (8.5'x45')

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12" Fire Line

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Callout

2" Potable Water Line

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(2) Fire Pump Houses (12'x16')

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Callout

1.5" Fire Storage Supply

mcp69011_44

Callout

12" Fire Pump Suction

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Well House (12'x20')

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BLACK & VEATCH | Appendix B

Appendix B – Process Flow Diagrams

TO BUILDING NO. 1

POTABLE SUPPLY

TO FIRE-FLOW

TEMPORARY

STORAGE

CHEMICAL

FEED (NaClO)

PRIVATE POTABLE

WELL, SUBMERSIBLE

PUMP (25 GPM)

CHEMICAL

FEED (NaClO)

M

PNEUMATIC TANK

FILTER SOFTENER

FIRE-FLOW

TEMPORARY STORAGE

(24) 20,000 Gallons each

PRIVATE FIRE

FIRE FLOW PUMPS

(2) 2000 GPM each

TO FIRE HYDRANTS

AND BUILDING 1

SPRINKLER

CONNECTIONFROM WELL

HOUSE


BLACK & VEATCH | Appendix C

Appendix C – Well House Building Layout

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Length Measurement

12'-0"

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Length Measurement

20'-0"

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Diameter Measurement

2'-4"

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1'-4"

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2'-0"

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Text Box

SOFTENER

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SODIUM HYPOCHLORITE FEED SYSTEM (100 GALLON TANK WITH FOUR METERING PUMPS)

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6' DOUBLE DOOR

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2" POTABLE

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1.5" NON- POTABLE

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FROM WELL

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2'-10"

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2'-10"

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VERTICAL PRESSURE FILTER

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TO FIRE STORAGE

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5'-0"

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HYDROPNEUMATIC STORAGE TANK

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TO WATER MAIN


BLACK & VEATCH | Appendix D

Appendix D – Equipment Cutsheets



Pre-fabricated Building

CUSTOMER:

PRODUCT:

SHEET NO.

PO Box 300 • Midland, VA 22728 • (540) 439-3266 • f: (540) 439-1232 • smithmidland.com

JOB LOCATION:

MAKE

OF

CHK:

DR BY:

JOB NO.

DATE:

DATE:12’ x 16’ EASI-SET

Door Color

Yorktown Brown Other: ___________________

All required openings for electric, mechanical, louvers, etc. must be sized and located by buyer on this drawing (Opening sizes and locations may have to be altered ifthey interfere with connections or reinforcing)

All views are from exterior

A signed copy must by returned before building can bereleased for production

1)

2)

3)

Front

123.713

12'-0"

13’-0”

6'-0"

6'-8"

SIDE WALL DETAILFORM VIEW

2'-0" 5'-8" 4'-2" 5'-8" 2'-0"

(4) P101(6) P103

6'-1

03/8

"4"

7'-6

1/2"

4"9'-25/8"

4"

4"9'-25/8" 9'-25/8"

4"

19'-51/4"PANEL DIMS

(6) P103 B.I.F.

? (4) P101 S.I.F.

9'-25/8"

B

9

4"

4"

4"3/8"

3/8"

3/8"

3/8"

1/8 "

B

8DS-02DS-02

14DS-03

14DS-03

18DS-03

15DS-03

17DS-03

16DS-03

SCALE: 1/2" = 1'-0"

3"16'-0”

12' 0”

Right Side

Left Side

Fro

nt

Bac

k

6'-6"

17'-0"

Roof PlanFloor Plan

Exterior Color Brick Red Other: ___________________

Exterior Finish Easi-Brick™ Other: ___________________

Right Side Left Side

2'-0 ¾"

7'-6 ½"

6” TYP

4"

9'-10 ¾"

16'-0 ¾"

Back

(2) STD SMC Vents4 ¾” x 16 ½”



Well Pump

FEATURESPowered for Continuous Operation: All ratings are within the working limits of the motor as recommended by the motor manufacturer. Pump can be operated continuously without damage to the motor.

Field Serviceable: Units have left hand threads and are field serviceable with common tools and readily available repair parts.

Sand Handling Design: Our face clearance, floating impeller stack has proven itself for over 40 years as a superior sand handling, durable pump design.

FDA Compliant Non-Metallic Parts: Impellers, diffusers and bearing spiders are constructed of glass filled engineered composites. They are corrosion resistant and non-toxic.

Discharge Head/Check Valve: Cast 303 stainless steel for strength and durability. Two cast-in safety line loops for installer convenience. The built-in check valve is constructed of stainless steel and FDA compliant BUNA rubber for abrasion resistance and quiet operation.

Motor Adapter: Cast 303 stainless steel for rigid, accurate alignment of pump and motor. Easy access to motor mounting nuts using standard open end wrench.

Stainless Steel Casing: Polished stainless steel is strong and corrosion resistant.

Hex Shaft Design: Six sided shafts for positive impeller drive.

Engineered Polymer Bearings: The proprietary, engineered polymer bearing material is strong and resistant to abrasion and wear. The enclosed upper bearing is mounted in a durable Noryl® bearing spider for excellent abrasion resistance.

5GS, 7GS, 10GS, 13GS, 18GS & 25GS5-25 GPM, ½ – 5 HP, 60 HZ, SUBMERSIBLE PUMPS

TECHNICAL BROCHUREB5-25GS

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Residential Water SystemsGoulds Water Technology

SPECIFICATIONS

Horsepower Code 05 = 1/2 07 = 3/4 10 = 1 15 = 11/2 20 = 2 30 = 3 50 = 5

GPM at BestEfficiency

5 GS 05 4 1 2 C

GS Pump Series

Voltage1 = 115 V2 = 230 V3 = 380 V4 = 460 V7 = 575 V

Phase1 = 1 Phase 3 Wire2 = 1 Phase 2 Wire3 = 3 Phase 3 Wire

4 = 4" Motor

5, 7, 10, 13, 18, 25C = CentriPro MotorCL = w/CentriPro Motor,

less Control BoxRCL = Reduced Stage /

CentriPro Motorless Control Box

“GS” SERIES MATERIALS OF CONSTRUCTION

Flow Horse- Best Discharge

Minimum Model Range power Efficiency Well Rotation①

GPM Range GPM Connection Size 5GS 1.2 – 7.5 ½ – 2 5 1¼ 4" CCW 7GS 1.5 – 10 ½ – 3 7 1¼ 4" CCW 10GS 3 – 16 ½ – 5 10 1¼ 4" CCW 13GS 4 – 20 ½ – 3 13 1¼ 4" CCW 18GS 6 – 28 ¾ – 5 18 1¼ 4" CCW 25GS 8 – 33 1 – 5 25 1¼ 4" CCW

① Rotation is counterclockwise when observed from pump discharge end.

Part Name Material Discharge Head AISI 303 SS Check Valve Poppet AISI 304 SS Check Valve Seal BUNA, FDA compliant Check Valve Seat AISI 304 SS Check Valve Retaining Ring AISI 302 SS Bearing Spider – Upper Noryl® GFN2 Bearing Proprietary Engineered Polymer Klipring AISI 301 SS Diffuser Lexan®

Impeller Noryl®

Bowl AISI 304 SS Intermediate Sleeve* AISI 304 SS, Powder Metal Intermediate Shaft Coupling* AISI 304 SS, Powder Metal Intermediate Bearing Spider* Glass Filled Engineered Composite Intermediate Bearing Spider* AISI 303 SS Shim AISI 304 SS Screws – Cable Guard AISI 304 SS Motor Adapter AISI 303 SS Casing

AISI 304 SS Shaft Coupling AISI 304 SS, Powder Metal Cable Guard AISI 304 SS Suction Screen AISI 304 SS

*See repair parts for where used.

NOMENCLATURE

WATER END DATA

Series Model Required Stages Water End

H.P. Length (in) Wt (lbs) 5GS05R .5 9 12.9 8 5GS05 .5 12 15.0 9

5GS 5GS07 .75 15 17.0 11

5GS10 1 20 21.7 13 5GS15 1.5 26 25.8 15 5GS20 2 33 31.6 19 7GS05R .5 7 11.7 6 7GS05 .5 10 13.8 7 7GS07 .75 13 16.0 8 7GS 7GS10 1 17 18.8 9 7GS15 1.5 22 23.6 12 7GS20 2 27 27.2 13 7GS30 3 34 33.2 18 10GS05R .5 5 10.1 6 10GS05 .5 7 11.5 7 10GS07 .75 10 13.6 8 10GS10 1 12 15.0 9 10GS 10GS15 1.5 17 18.4 12 10GS20 2 20 21.7 13 10GS30 3 27 27.5 18 10GS50R 5 35 33.0 21 10GS50 5 42 40.2 24 13GS05 .5 5 10.1 6 13GS07 .75 7 11.5 7

13GS 13GS10 1 10 13.6 8

13GS15 1.5 12 15.0 9 13GS20 2 17 18.4 12 13GS30 3 21 22.3 15 18GS07 .75 6 11.8 7 18GS10 1 8 13.5 8 18GS15 1.5 11 16.1 10 18GS 18GS20 2 14 18.6 11 18GS30 3 19 24.1 15 18GS50R 5 24 28.3 17 18GS50 5 30 34.4 21 25GS10 1 7 13.4 8 25GS15 1.5 9 15.3 9

25GS 25GS20 2 11 17.2 10

25GS30 3 15 20.9 14 25GS50R 5 22 28.7 17 25GS50 5 26 33.4 21

3.75"

3.90"Effectivediameter

with cableguard

MOTOR

W.E.

DISCHARGE 1¼" NPT

See price book for complete order numbers.

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PAGE 8

Residential Water SystemsGoulds Water Technology

Model 13GSRPM 345060 Hz

0

220

160

100

40

0

700

500

300

200

100

600

400

0

0

1 3

2 8 18 20 22

TOTA

L D

YNA

MIC

HEA

D

CAPACITY

GPM

m3/hr

FEETMETERS

2 4

120

60

140

80

20

4 6 16141210

180

200

5

24

13GS30

13GS20

13GS15

13GS10

13GS07

13GS05

20Ft .

1GPM

RECOMMENDED RANGE4 — 20 GPM

Model 18GS

6543210

00

5 10 15 20 25

100

30 35 40

200

300

400

500

600

700

1000

0

20

60

80

100

120

140

180

200

320

CAPACITY

TOTA

L D

YNA

MIC

HEA

D

METERS

GPM

m3/h

RPM 345060 Hz

FEET

800

900

300

280

260

240

220

160

40

8

18GS50

18GS30

18GS20

18GS15

18GS10

18GS07

7

20Ft .

1GPM


18GS50R

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Model 25GSRPM 345060 Hz

9876543210

00

5 10 15 20 25

100

30 35 40

200

300

400

500

600

700

0

25

50

75

100

125

150

175

200

225

CAPACITY

TOTA

L D

YNA

MIC

HEA

DMETERS

GPM

m3/h

FEET800

25GS50

25GS30

25GS20

25GS15

25GS10

25GS50R


20Ft .

1GPM

Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license. CentriPro is a trademark of Xylem Inc. or one of its subsidiaries. Noryl and Lexan are trademarks of GE Plastic.© 2012 Xylem Inc. B5-25GS March 2012

Xylem, Inc.2881 East Bayard Street Ext., Suite ASeneca Falls, NY 13148Phone: (866) 325-4210 Fax: (888) 322-5877www.xyleminc.com/brands/gouldswatertechnology

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Hydropneumatic Tank

MC 4400 (01/17)Amtrol Inc., 1400 Division Road, West Warwick, RI 02893 USA T: 401.884.6300 www.amtrol.com22

ASME Models

ModelNumber

TankVolume

Max.Accept.Factor

ATank Height

BTank Diameter

CSys. Conn.

Inset

DConn. Centerline

EStand Diameter

SystemConn.(NPTF)

ShippingWeight

Gal Lit Gal Lit In mm In mm In mm In mm In mm In Lbs Kg

WX-447C 53 200 53 200 45 1143 24 610 2 51 3¾ 95 19 483 2 420 191WX-448C 80 300 80 300 59 1498 24 610 2 51 3¾ 95 19 483 2 492 223WX-449C 106 400 106 400 73 1854 24 610 2 51 3¾ 95 19 483 2 507 230WX-450C 132 500 132 500 87 2210 24 610 2 51 3¾ 95 19 483 2 570 259WX-451C 158 600 158 600 73 1854 30 762 3½ 89 5½ 140 24 610 2 813 369WX-452C 211 800 211 800 91 2311 30 762 3½ 89 5½ 140 24 610 2 1007 457WX-453C 264 1000 264 1000 86 2184 36 914 3⅞ 98 6¾ 171 30 762 3 1095 497WX-454C 317 1200 317 1200 98 2489 36 914 3⅞ 98 6¾ 171 30 762 3 1264 573WX-455C 370 1400 370 1400 110 2794 36 914 3⅞ 98 6¾ 171 30 762 3 1350 612WX-456C 422 1600 422 1600 82 2083 48 1219 7½ 191 7⅛ 181 42 1067 3 1700 771WX-457C 528 2000 528 2000 97 2464 48 1219 7½ 191 7⅛ 181 42 1067 3 2231 1012WX-458C 660 2500 660 2500 84 2134 60 1524 7⅝ 194 7⅛ 181 54 1372 4 2320 1052WX-459C 792 3000 792 3000 99 2515 60 1524 7⅝ 194 7⅛ 181 54 1372 4 3470 1574WX-460C 925 3500 925 3500 107 2718 60 1524 7⅝ 194 7⅛ 181 54 1372 4 3680 1669WX-461C 1056 4000 1056 4000 121 3073 60 1524 7⅝ 194 7⅛ 181 54 1372 4 4220 1914WX-462C 1320 5000 1320 5000 104 2642 72 1829 8⅜ 213 4¾ 121 60 1372 4 5600 2540WX-463C 1980 7500 1980 7500 140 3556 72 1829 8 203 6 152 60 1372 4 6560 2976

250 PSIG Working Pressure

WELL-X-TROL®

Full Acceptance Bladder Well Tanks: WX-440C - WX-460C Series ASME

ConstructionShell ASME Approved SteelFull Acceptance Bladder Heavy Duty ButylBladder Thickness .100 In. MinimumFinish Red Oxide PrimerAir Valve Schrader Valve w/EPDM SeatsFactory Precharge 25 PSIG (1.7 bar)

PerformanceMaximum Operating Temperature 240°F (115°C)Maximum Working Pressure 250 PSIG (17.2 bar)Warranty 1 Year

D

C

All dimensions and weights are approximate.

Job Name _____________________________________

Engineer _____________________________________

Contractor _____________________________________

P.O. No. _____________________________________

Sales Rep. _____________________________________

Model No. _____________________________________

Notes _________________________________

_______________________________________

_______________________________________

_______________________________________

_______________________________________

_______________________________________

Application• For use in commercial well water and

booster pump systems.• Replaceable bladder design.• Designed and constructed per

ASME Code Section VIII, Division 1.• Sight glass and seismic restraint

options available• Available with S/S system connection.

CHARGINGVALVE

A

E

B

BLADDER ONLY

mcp69011_100

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Chlorine Tank



Chemical Pumps

qdos 20, 30, 60 and 120

PERFORMANCE

• Flow rates 0.1-2000ml/min (0.001-31.7USGPH) and up to 7 bar (100psi) RMS pressure

• ReNu pumphead provides accurate, linear and repeatable flow

• Process uptime is maximised with no gas-locking, no valve blocking

and rapid no-tools pumphead replacement

• Fluid recovery ensures operator safety and avoids chemical waste

• Flow control up to 20000:1 with ±1% accuracy

• Manual, analogue, PROFIBUS or contact mode functionality available

• PROFIBUS Bus speed 9.6 kb/s up to 1,500 kb/s

qdos qdos remoteSpeed (rpm) Flow ml/min (USGPH)* Speed (rpm) Flow ml/min(USGPH)*

qdos 20 0.017-55 0.1-333 (0.001-5.3) 0.034-55 0.2-333 (0.003-5.3)

qdos 30 0.025-125 0.1-500 (0.001-7.93) 0.078-125 0.3-500 (0.005-7.93)

qdos 60 0.013-125 0.1-1000 (0.001-15.85) 0.078-125 0.6-1000 (0.01-15.85)

qdos 120 0.006-125 0.1-2000 (0.001-31.7) 0.078-125 1.25-2000 (0.02-31.7)

qdos pump typical flow rates

*accuracy ±1%, repeatability ±0.5%

FEATURES AND BENEFITS Watson-Marlow Pumps

Flow rate with discharge pressure for ReNu pumpheads

qdos 30

qdos 60

qdos 120

qdos 20

2002

-1 -0.5 0 0 1 2 3 4 5 6 7

4

6

8

10

1214

1618

20

22

24

26

28

30

32

400

600

800

1000

1200

1400

1600

1800

2000

2200-15 -10

Suction gauge pressure / psi Discharge gauge pressure / psi

Suction gauge pressure / bar Discharge gauge pressure / bar

-5 0 0 20 40 60 80 100

SEBS Tubing

Santoprene or SEBS Tubing Santoprene Tubing Only

Santoprene or SEBS Tubing Santoprene Tubing Only

Santoprene Tubing

34

TECHNICAL SPECIFICATION

qdos 20 qdos 30 qdos 60 qdos 120

Ingress rating IP66

Enclosure Watertight / dustproof

Humidity Non-condensing 5% to 95%

Temperature (Santoprene) N/A 5C to 45C (41F to 113F)

Temperature (SEBS) 5C to 40C (41F to 104F) N/A

Drive weight 4.6kg (10lb 2oz) 4.1kg (9lb 1oz) 4.6kg (10lb 2oz)

Pumphead weight 1.1kg (2lb 7oz) 0.95kg (2lb 2oz) 1.1kg (2lb 7oz)

Control ratio ±1% accuracy 3330:1 5000:1 10000:1 20000:1

Control ratio (Remote) 1600:1

Noise < 70dB(A) at 1m

Standard CE, NSF 61, cETLus, IRAM S Mark, C-Tick, CSA

Power supply Switch mode power supply ~100-240V 50-60Hz 190VA

*It is the user’s responsibility to comply with local health and safety regulations, including ensuring chemical compatibility between the duty fluid, the tube and lubricant contained in the ReNu Pumphead. For guidance refer to www.qdospumps.com.

MATERIALS OF CONSTRUCTION

Component Material

qdos 20 qdos 30 qdos 60 qdos 120Keypad Polyester

Drive casework 20% Glass filled PPE/ PS

Drive shaft Stainless steel 440C

Pumphead enclosure 30% Glass filled PPO/PS 40% Glass filled PPS 30% Glass filled PPO/PS

Rotor Glass filled nylon

Rotor bearings Steel, stainless steel (optional—contact Watson-Marlow applications)

Tube* Santoprene (max 7 bar, 100 psi) / SEBS (max 4 bar, 60 psi)

Pumphead hydraulic ports

PVDF (SEBS) Polypropylene (Santoprene) or polypropylene (SEBS)

Polypropylene (Santoprene) or PVDF (SEBS)

Polypropylene (Santoprene)

Hydraulic connectors Polypropylene (standard) PVDF (optional)

Lubricant* PFPE based

Operational modes Manual Remote PROFIBUS Universal Universal+

Manual • • • •

PROFIBUS—bus speed 9.6 to 1,500 kb/s •

Contact • L or R • L or R

4-20mA • • •

Fault reporting • • • • •

Features Manual Remote PROFIBUS Universal Universal+

Numerical flow display • • • •

Numerical speed display • • • •

Fluid level monitor • • • •

Max (prime) • • • •

Auto restart (after power restored) • • • • •

Fluid recovery • • • •

Leak detection • • • • •

3.5” (88.9mm) colour TFT display • • • •

LED Pump status icons •

Control methods Manual Remote PROFIBUS Universal Universal+

Input/Output Options* L L L, H or R L, H or R

Manual control capability • • • •

4-20mA input • • •

4-20mA input two point calibration •

4-20mA output • •

Contact input (pulse/batch) • L or R • L or R

Run stop input • • •

Run status output • • •

Alarm output • • •

Remote fluid recovery • • •

PROFIBUS Manual Remote PROFIBUS Universal Universal+

Speed set point •

Speed feedback •

Flow calibration function •

Hours run •

Revolution counter •

Leak detection •

Low fluid level alarm •

Diagnostic feedback •

Security Manual Remote PROFIBUS Universal Universal+

Keypad lock • • • •

PIN lock to protect set up • • • •

TECHNICAL DATA

*Control options - Universal and Universal+ models

Variant Standard pump (L)

Input 5-24V DC

Output Open collector

Variant Relay Module (H)

Input 110V AC

Output Contact rating110V AC, 5A30V DC, 5A

Variant Relay Module (R)

Input 5-24V DC

Output Contact rating110V AC, 5A30V DC, 5A

DIMENSIONS

wd

-qd

os-e

n-01

©

Cop

yrig

ht 2

018

Wat

son-

Mar

low

Pum

ps

Gro

up

[email protected]

+44 (0) 1326 370370

All flow rates shown were obtained pumping water at 20C (68F) with zero suction and delivery heads.Disclaimer: The information contained in this document is believed to be correct but Watson-Marlow Limited accepts no liability for any errors it contains and reserves the right to alter specifications without notice. It is the users responsibility to ensure product suitability for use within their application. Watson-Marlow, Qdos, ReNu, LoadSure, Bioprene, Pumpsil and Marprene are trademarks of Watson-Marlow Limited. STA-PURE PFL® and STA-PURE PCS® are registered trademarks of W.L Gore & Associates Inc. Please state the product code when ordering pumps and tubing.

ORDER INFORMATION

* The pumphead side location is required when ordering. The left/right perspective assumes the user is looking at the front of the pump. The pump in the dimensions diagram is considered a pumphead located to the left.

Plug options

A: USE: EuropeanU: UKK: AustraliaR: ArgentinaC: SwissD: South Africa/IndiaB: Brazil

Pumphead orientation*

L = LeftR = Right

Model

1: Remote3: Manual4: Universal5: Universal+7: PROFIBUS

Model

1: Qdos 202: Qdos 303: Qdos 604: Qdos120

Tube material†

2: Santoprene8: SEBS

Digital I/O type

Manual, Remote and PROFIBUS modelsL: Standard pump variant

Universal and Universal+ modelsL: Open collector outputs, 5 - 24V DC inputsH: Volt free 110V AC relay contacts, 110V AC inputs

(only available with US mains leads)R: Volt free 110V AC 30V DC relay contacts, 5 - 24V DC inputs

M ••• • •G •0 0

Pumphead product codes

Description Partcode

ReNu 20 pumphead SEBS / PFPE 7 bar (100psi) 0M3.1800.PFP

ReNu 30 pumphead Santoprene / PFPE 7 bar (100 psi) 0M3.2200.PFP


ReNu 60 pumphead Santoprene / PFPE 7 bar (100psi) 0M3.3200.PFP


ReNu 120 pumphead Santoprene / PFPE 4 bar (60psi) 0M3.4200.PFP

† For guidance on chemical compatibility see www.qdospumps.com

Model A B C D E—Optional relay modules (H or R)

F G H I

qdos 20 234mm (9.2”) 214mm (8.4”) 118mm (4.6”) 266mm (10.5”) 43mm (1.7”) 173mm (6.8”) 40mm (1.6”) 140mm (5.5”) 10mm (0.4”)

qdos 30 234mm (9.2”) 214mm (8.4”) 82.5mm (3.2”) 233mm (9.2”) 43mm (1.7”) 173mm (6.8”) 40mm (1.6”) 140mm (5.5”) 10mm (0.4”)



DE*

C

F

I

G

HA

B



Pressure Filter

VertaCell™ Pressure Filter System 2 Vessel SystemCatalog Drawing



Softener

The High Efficiency (HE) Twin softener with patented technology delivers improved efficiency to reduce operating costs. The HE Twin softener reduces hard water contaminants*, reducing scale build-up that affect equipment performance. The HE twin configuration consists of two independent mineral tanks, which provide a continuous flow of soft water 24 hours a day. With the Culligan® Smart Controller, available on the HE Twin, the softener adjusts to influent water conditions and regenerates based on need. Customers can also monitor their water treatment system performance, consumable usage, and maintenance needs, at a single site or across multiple ones 24 hours a day.

The HE Twin softener is part of the Culligan® Commercial and Industrial Solutions that combine durable and efficient equipment, systems experience, and technical experts who understand your unique requirements. From planning your system to installing your water treatment equipment, Culligan® Commercial and Industrial Solutions offer options that help deliver the quality of water to meet your needs. Contact Culligan® today to learn more about the HE Twin softener system.

CULLIGAN® COMMERCIAL & INDUSTRIAL ADVANTAGES:

• Simple System Integration • Global Product Platform• Flexible Configurations• Quick Delivery / Easy Installation• Exclusive Culligan Advanced Electronics - Historical Operating Data - Alarm Recognitions - US Standard and Metric Readings - Remote Monitoring Options - Telemetry Options

WATER SOFTENER SYSTEMThe Culligan® High Efficiency (HE) Twin Series

A Continuous Flow of Soft Water with a Smart Choice

PRE-TREATMENT SOLUTIONS.

*Contaminants may not necessarily be in your water.

Clinics Educational Facilities Energy / PowerFood / Beverage ProductionFood Service / RestaurantsGroceryHealthcare / Hospitals / Bio-PharmaceuticalHospitality / LodgingManufacturingMunicipal Drinking WaterOil / Gas

Markets Served:

www.culligan.com • 866-787-4293

System SpecificationsSpecification US Metric

Pipe Size, All Units 1.5”

Maximum Operating Pressure

20–125 psig 135–860 kPa

Power Voltage Frequency Phase

2450/60 Hz1

Feed Water Tem-perature

33–120° F 0-48° C

Power Consumption 3/100 Watts

Vacuum None2

Turbidity 5 NTU, max.3

Chlorine 1 mg/L, max.3

Iron 5 mg/L

HE Water Softener System

Model Resin Qty. (ft3/L)

Flow Rates (gpm/lpm)

Tank Size*** (in/mm)

Continuous* Peak** Softener Brine****

HET--0602 25.1 31.5 14 x 47 18 x 38

56.6 95.0 119.2 356 x 1,194 457 x 965

HET--0903 26.6 35.2 16 x 53 24 x 40

85 100.7 133.2 406 x 1,346 610 x 1,016

HET--1204 23.3 31.8 16 x 65 24 x 40

113.3 88.2 120.4 406 x 1,651 610 x 1,016

HET-1505 27.2 35.8 18 X 65 24 X 50

141.6 103.0 135.5 457 X 1,651 610 X 1270

HET-2107 28 37.4 21 X 62 24 X 50

198.2 106.0 141.6 533 X 1,575 610 X 1,270

Standard Features• Alternating Twin Tank Design — allows for a continuous supply of softened water • Culligan’s Smart Controller – More

control over your equipment with programming and monitoring capabilities typically found in more expensive PLC controls a variety of add-on options for advanced instrumentation and communication let you easily customize the system to help meet your needs

• Regeneration initiation by choice or combination of time clock, flow meter or Aqua-Sensor

• Telemetric Capability• Corrosion Resistant Positive Motor-Driven

Regeneration Valve – Motor driven piston is reliable under server water conditions, resists dirt, iron and turbidity

• Corrosion Resistant Tanks — Made from fiberglass reinforced polyester

• Under-drain design enhances softening capacity and reduces pressure loss

• Multi-Poppet Design – Allows for easy service and increases durability and valve life

• Electronic By-Pass - The softener can be by-passed electronically either from the unit or from the remote monitor and automatically goes back into service after a pre-set time.• Flow Meter• Tested and certified by WQA against NSF/ANSI 372, CSA B483.1 and NSF/ ANSI Standard 61 for material requirements• The Control Enclosure complies with UL 50/50E and UL 746C standards for a NEMA 3R Enclosure Rating

Examples of Softener Applications • RO / DI Pretreatment• Apartment buildings, assisted living

facilities and hotels — Quality water for laundry, dishwashers, boilers

• Office buildings — For heating plant pretreatment, tenant convenience, general housekeeping

• Restaurants — For dishwashing, cleaning material savings, scale reduction

• Car washes — Quality results, detergent and water heating savings, scale reduction

• Grocery / Retail — Quality water for aesthetics and help extend equipment life

• Light industry — For process and make-up water, boiler and cooling system pretreatment, general housekeeping

Optional Features & Accessories• Dubl-Safe™ Brine System for

softeners – Positive overfill protection Automatic refill control is backed up by shutoff float valve to reduce chance of overflow

• Patented Aqua-Sensor® Control – Initiates regeneration only when needed based upon water hardness. Automatically adjusts to changes in raw water hardness and water consumption

• Smart Brine Tank Probe - monitors salt usage and communicates how much salt is left.• Skid Mounted System• Remote Display • RS232, RS485, Modbus PLC Output

Warranty Culligan’s HE water softeners are backed by a limited 1-year warranty against defects in materials, workmanship, and corrosion. The plastic conditioner tank has a 5-year warranty. See printed warranty for details.†

Some localities have corrosive water. A softener cannot correct this condition, so its printed warranty disclaims liability for corrosion of plumbing lines, fixtures, or water-using equipment. If you suspect corrosion, your independently operated Culligan® dealer has equipment to help control the problem.

† See printed warranty for details. Culligan® will provide a copy of the warranty upon request.

*Flow rate at a 15 psi pressure loss.

**Flow rate at a 25 psi pressure loss.

***Dimensions are diameter by tank height.

****Brine systems are optional.

Flow rates shown are per tank.

Low flow channeling (flow rates less than 0.5 gallons per minute per cubic foot of resin) may cause hardness leakage into effluent.

1 120 Volt/24 Volt CUL/UL listed Transformer Included.2 Tank warranty is void if subject to vacuum.

3 See media specification for details.

S Y S T E M S P E C I F I C AT I O N S

©2016 Culligan International Company Part No. 46998

For over 80 years, Culligan® has made better water. Our global network, comprised of 800+ dealers and international licensees in over 90 countries, is dedicated to addressing your water-related problems. As a worldwide leader in water treatment, our sales representatives and service technicians are familiar with the local water conditions in your area. Being global and local position us to deliver customized solutions to commercial and industrial water issues that affect your business and your bottom line.

All trademarks used herein are registered trademarks of Culligan International Company.

Products manufactured or marketed by Culligan and its affiliates are protected by patents issued or pending in the United States and other countries.

Culligan reserves the right to change the specifications referred to in this literature at any time, without prior notice.



Fire Flow Pumps

MOTOR FRAME

C MO HA HB HE HF HF1 HG HH HP HR HQ HD

364

365

30.00 [762]

31.00 [788]

9.20

[234]

24.00

[610]

66.00

[1677]

11.00

[280]

54.00

[1372]

27.00

[686]

4.00

[102]

1.00

[25]

6.00

[152]

7.00

[178]

6 23.25

[591]

404

405

36.40 [925]

37.90 [963]

10.40

[265]

444

445

42.20 [1072]

44.20 [1123]

447 47.60 [1210]

44952.6 [1337]

12.10

[308]

11.80

[300]

76.00

[1931]

66.00

[1676]

16.50

[419]

19.00

[483]

76.00

[1930]

86.00

[2185]

13.75

[350]

29.40

[747]

6.00

[153]

0.88

[22]

5.00

[127]

8.00

[203]

10 25.25

[642]

nadinekost

Typewritten Text

nadinekost_0

Typewritten Text

-

nadinekost_1

Typewritten Text

nadinekost_2

Typewritten Text

PERFORMANCE CURVES

2000 GPM

Curves show performance with clear water at 85°F. If specific gravity is other than 1.0, BHP must be corrected.

SUPERSEDES ALL PREVIOUS ISSUES

FP 2.0

OCTOBER 2012

© 2012 Xylem Inc. A-C Fire Pump is a trademark of Xylem Inc. or one of its subsidiaries.

THIS DRAWING AND THE INFORMATION DEPICTED THEREIN IS THE PROPERTY OF XYLEM. COPIES ARE ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE REPRODUCED OR COPIED, OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT PRIOR WRITTEN PERMISSION OF XYLEM. 1 /1

M. HERNANDEZ

0

2000 GPM ELECTRIC

8/8/2012

SIZE

DRAWING NAME:

B REV

DRAWING #:

CHK:

DATE:DRN:

DATE:

SHEET :

10661 NEWKIRK STREETDALLAS, TX 75220

800.786.7480

THRU FLOOR WITH BUILDING

BOM

ITEM QTYP/NDESCRIPTIONSYM1GELOAD, CENTER, PANELBOARD11---CNTRLR,JOCKEY,FIRE21---CNTRLR,ELECTRIC,MAIN31100-200-314FLOWMETER,GROOVED,GERAND K-2000-84188-001-279GAUGE,3.5,SS,.25,0-300 DUAL DISP5188-001-275GAUGE,3.5,SS,0.25,LM,30-0-30,100-200KPA61100-200-360HOSEHEADER,8X6,GROOVE,2.57180-003-030POWER PAK,10-KVA81---PUMP, GOULDS,eSV,1-5SV_G91100-210-090PUMP,8100,CL150,10x8x17F,CW10123-003-050SWITCH, TAMPER, SYSTEM SENSOR OSY211316-003-005VALVE,AIR RELEASE,175PSI,15A,.512220-005-367VALVE,BFLY,ANVIL,GEAR,W/TAMPER,UL/ULC,1013220-005-386VALVE,BFLY,ANVIL,GEAR,W/TAMPER,UL/ULC,814123-002-445VALVE,BFLY,LUG,NIBCO,LD3510-8,1015223-002-235VALVE,CHECK,NIBCO,KW-900-W,1016123-002-535VALVE,GATE,OSY,NIBCO,F-607-RW,10171100-200-458VALVE,CLA-VAL,2050B-4KG1,CL150,6181100-200-412WASTE CONE,C.S.,6X10,CL150,CLOSED19

NOTES:1. CUSTOMER PIPING MUST BE SUPPORTED NEAR ALL INTERFACE CONNECTIONS TO ELIMINATE STRAIN.2. ALL PIPING SUPPORTS ARE NOT SHOWN FOR CLARITY PURPOSES.3. ALL POLYMERIC DRAIN LINE PIPING TO THIS LOCATION.4. MINIMUM CLEARANCE TO ANY OBSTRUCTION REQUIRED BY THE NATIONAL ELECTRIC CODE.5. SHIPPING DIMENSIONS: 192 L x 147 W x 121 H.6. ESTIMATED SHIPPING WEIGHT: 14,800 LBS, ESTIMATED OPERATING WEIGHT: 16,000 LBS.7. CONDUIT AND SMALL PIPING RUNS TO FOLLOW STRUCTURAL MEMBERS, WHERE POSSIBLE, TO AVOID CREATING TRIP HAZARDS.8. TO ACHIEVE THE PROPER BUILDING FOUNDATION DESIGN, AN ENGINEER SHALL BE RETAINED WHO IS FAMILIAR WITH LOCAL BUILDING CODES, SOIL CONDITIONS, AND ANCHORING REQUIREMENTS.9. BASE PLATE SETTING PRIOR TO PIPING: GROUTING PROCEDURES AND FINAL ALIGNMENT MUST BE IN ACCORDANCE WITH THE XYLEM A-C FIRE PUMP INSTRUCTION MANUAL.10. INSTALL CHECK VALVE WITH HINGE PINS IN THE VERTICAL POSITION.11. PRESSURE SENSING LINE DRAINS TO BE PIPED TO THE SKID DRAIN MANIFOLD. ITEMS TO SHIP LOOSE: HOSE HEADER, (6) 2.5" VALVES AND PIPING.METERING AND PRESSURE GAUGES.ANY TANK PIPING THAT EXCEEDS THE MAXIMUM SHIPPING DIMENSIONS. CUSTOMER INTERFACE CONNECTIONS:A. SUCTION: GROOVED 10".B. DISCHARGE: GROOVED10".C. RELIEF VALVE DISCHARGE: FLANGED, 10", CLASS 150#. D. DRAIN: 2" CLASS 150#.E. LOAD CENTER: 460V/3PH/60HZ. PAINT SPECIFICATIONS:PAINT PER XYLEM FLOWTRONEX SPEC. FPP-002.

STATION PARAMETERSGPM: 2000 VOLTAGE: 460

DISCHARGE: 125 HZ: 60INTAKE PSI: 15 PHASE: 3

.001.50

36.04

72.00

142.50144.00

.00

1.50

26.2

8

47.3

1

70.9

4

96.0

0

160.

15

190.

5019

2.00

13 1711 6 12 10 5

16 1214 4 12

D 1614 15 13

1 8 E 3 29

7

TYP. ANCHORBOLT LOCATION

.00

8.0014.25

38.31

46.13

121.00

A B

C18

19

48.0

0PE

R N

OTE

#4

48.00 PER NOTE #4

PER NOTE #3

NOT FOR CONSTRUCTION



Fire Flow Storage Tanks

Steel TankOverview:

Features:

Specs:

Store water for frac sites, groundwater remediation projects, or other temporary applications with this easy to clean 21,000 gallon flat top tank. This tank has a wide variety of chemical compatibility and keeps the stored product cleaner

Store liquids with confidence with Rain for Rent’s 21,000 gallon flat top tank. Permanently attached axels for maximum maneuverability allow this 21,000 gallon tank to be moved with ease on the jobsite and a safety staircase ensures proper protection for workers on site. Epoxy coating offers chemical resistance and additional cleanliness for sensitive environmental applications.

Flat Top Coated Tank

Accessories:• Spillguard• Suction and discharge hoses• Level gauges

800-742-7246 rainforrent.com

Liquid ingenuity.™

PUMPS • TANKS • FILTRATION • PIPE • SPILLGUARDSRain for Rent is a registered trademark of Western Oilfields Supply Company. Features and specifications are subject to change without notice.

Manways Four 22” hatchesMaterial Steel, CoatedCapacity 21,000 gallonsDry weight 26,000 lbs.Footprint: 516” x 96” x 141”

Documents

DRAFT WATER INFRASTRUCTURE CONCEPT REPORT